1>592-201102
NISl·l14A U.S. DEPARTMENT OF COMMERCE ,. PUMJCATIOIl 0Il1l8'OllT ...... (REV. MOl ~TIONAlINSTITUTE OF STANDARDS AND TECHNOLOGY NISTjSP-835 2. NII'OfIIIlNG OIl IIlIPOflT_ BIBLIOGRAPHIC DATA SHEET 3. ~TIOIl DAft April 1992 4. TJTIJI .... SWTTTU List of Pub licat ions 1969-1991, Panel on Wind and Sei'lmic Effects
5- AUTtlOIl(lI Noel J. Raufaste. Ed.
.. NlU'e-o OIlGAlllZA11OII (W' _T 011 OTHU THAll NlST.IUNlITIlUCTIONII 1. COMTIlACTIOJIUMT- U.s. DeAII~ Of ~ca IIATlOIUL ...TITVft Of IT....AIlOI NID ftc:HllOlO4lY ca.vr-...... , __ .. TV.- Of NPOIlT AND PUtIOD CO\IlIIlID Final .. 1I'OIlS0IlING OIlGAlllZA11OII .....AND COWUft ADOlI.11 (lTIlID. CITY. STAn. a.) U.S.-Japan Panel on Wind and Seismic Effects Bilateral U.S.-Japan Program in Natural Resources
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11. USTllACT (A 2000WC "0011 WS 'ACTUAL IUIIIIAIIY Of MOlT IlGM'1CANT _ORIllATIOIl. • DOCUIIElIT IIICLUD5I " IICINlFICANT -..oGIIU'HY 011 UTIIIATUQ IUIIWY. IIIIJfT10N IT "E., This publication communicates the results of the work of the Panel on Wind and Seismic Effects during the period 1969 through 1991. The Panel is one of 16 PanelS comprising the U.S.-Japan Cooperative Program in Natural Resources. Publications constitute a major end product of the Panel's efforts. This publication is divided into five chapters: 1. Panel background and activities; 2. infonnation about using this publication; 3. title index of Panel pub lica t ions froI:l 1969 through 1991; 4. title index of Task Committee publications from 1969 through 1991; and 5. author listing.
11. IllY WORD...TO 12~; ~ 0Il0PI; CAPlTMIa GIlLY PIlOPUl ...... ; AND ...... TaIllY WORDI.' I.-ccN OIlS) earthquakes; large-scale testing; Iifeline; repair and retrofit; seismic control systems; seismic desiRn; soil behavior; storm surge; structural performance; tsunamis; wind
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. ~ List of Publications 1969 - 1991
Panel on Wind and Seismic ~ects
Panel on Wind and Seismie Eft'ects '
01
U.S.-Japan Cooperative Program in Natural Resources
United States Department of Commerce Technology Aaministration National Institute of Standards and Teohnology
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List of Publications 1969 - 1991
Panel on Wind and Seismic Effects
KeD-iehi Tokida, Japan and Noel J. Rauraste, NIST, Editors
Building and Fire Research Laboratory Japan Ministry or Construction National Institute of Standards Public Works Research Institute and Technology Tsukuba,Japan Gaithersburg, MD 20899
April 1992
U.S. Department of C-Ommerce Barbara Hackman Franklin, Secretary Technology Administration Roben M. White, Under Secretary for Technology National Institute of Standards and Technology John W. Lyons, Director National Institute of Standards and Technology Special Publication 835. Nat!. Inst. Stand. Technol. Spec. Pub!. 835, 97 pages (Apr. 1992) CODEN: NSPUE2
U.S. GOVERNMENT PRINTING OFFICE WASHINGTON: 1992
For sale by the Superintendent or Documents, U.S. Government Printina OffICe, Wuhinaton. DC 20402-9325
II . ABSTRACf
This pUblication communicates the results of the work of The Panel on Wind and Seismic Effects during the period 1969 through 1991. The Panel is one of 16 Panels comprising the U.S.-Japan Cooperative Program in Natural Resources. Publications constitute a major end product of the Panel's efforts. This publication is divided into five chapters: 1. Panel background and activities; 2. information about using this publication; 3. title index of Panel publications from 1969 through 1991; 4. title index of Task Committee publications from 1969 through 1991; and 5. author listing.
- iii - LIST OF PUBLICATIONS 1969 - 1991
PANEL ON WIND AND SEISMIC EFFECTS
PREFACE
The Panel on Wind and Seismic Effects is one of 16 Panels making up the United States-Japan Cooperative Program in Natural Resources. The Panel's focus i.s on promoting the exchange of wind and seismic technology to better reduce structural, building, and lifeline damages caused by strong wind, earthquakes, high tides, and tsunamis.
The idea of creating a List ofPublications of this Panel's work first surfaced in 1988 for the occasion of its 20th anniversary. Three years later this idea was brought to realization in support of the International Decade for Natural Disaster Reduc"'~on (lDNDR). This List notifies the many organizations and individuals within IDNDR countries about the availability of this Panel's technologies.
The Japan-side Panel collected and categorized the papers whi~h make up the listings. These papers represent 23 years ofcollaborations between the United States and Japanese government researchers. Over 1200 papers were published during this time. Collectively, they make a valuable contribution to the literature and is an important resource for international cooperation.
We the chairman of the Panel on Wind and Seismic Effects are pleased to be part of this major undertaking which has produced a useful resource of technologies in wind and earthquake engineering including storm surge and tsunamis. We thank all the authors found in the following pages for their useful contributions to their field of work. Their contribution form the basis for major improvements to U.S. and Japan design and construction practices.
~N~~~ T08hio Iwasaki Chainnan. U.S.-side Panel 01aiJman. Japan-side Panel Director Director-GeneraJ Building and Fire Researcb Laboratory Public Works Research Institute National Institute of Standards and Technology
.y- CONTENTS
PREFACE
1. BACKGROUND ...... ill
2. USING nus PUBLICATION ...... :Ii
3. PUBLISHED REPORTS INDEX of JOINT PANEL MEETING
4. PUBLISHED REPORTS INDEX of TASK COMMIlTEES 41
TASK COMMITIEE "C" ...... 41 TASK COMMITTEE "0" ...... 46 TASK COMMITTEE "E" ...... 48 TASK COMMITTEE "F" ...... 49 TASK COMMITTEE "H" ...... 51 TASK COMMITTEE "I" ...... S3 TASK COMMITTEE "J" ...... SS
S. AUTHOR'S INDEX ...... 67
• vii· Preceding page blank 1. BACKGROUND
Responding to the need for improved engineering and scientific practices through exchange of technical data and information. research personnel. and research equipment, the United States and Japan in 1961 creatP.d the U.S.-Japan Cooperative Science Program. Three collateral programs comprise the Cooperative Science Program. The U.S.-Japan Cooperative Program in Natural Resources (UJNR). one of the three. was created in January 1964. The objective of UJNR is to exchange information on research results and exchange scientists and engineers in the area of natural resources for the benefit ofboth countries. UJNR is composed of17 Panels each responsible for specific technical subjects.
The Panel on Wind and Seismic Effects was established in 1969. Sixteen U.S. and six Japanese agencies participate with representatives of private sector organizations. to develop and exchange technologies aimed at reducing damages from high winds. earthquakes. storm surge. and tsunamis. This work is produced through collaboration between U.S. and Japanese member researchers working in 11 task committees. Each committee focuses on specific technical issues, e.g., earthquake strong motion data. The Panel provides the vehicle to exchange technical data and information on design and construction of civil engineering lifelines. buildings, and water front structures, and to exchange high wind and seismic measurement records. Annual meetings alternate between the U.S. and Japan (even numbered years in the U.S.; odd numbered years in Japan). These one-week technical meetings provide the forum to discuss ongoing research and research results; one-week technical study tours follow the meetings. The National Institute of Standards and Technology (NIST) provides the U.S.-side chairman and secretariat. The Public Works Research Institute (PWRl) provides the Japan-side chairman and secretariat. Cooperative research is performed through formal Panel Programs. Six joint cooperative programs have been initiated. The first was cooperative research on reinforced concrete structures that was performed during 1979-1987. The second, cooperative- research for steel structures conducted during 1982-1987. The third joint research project, lifeline facilities, was started in 1982 and is continuing. The fourth program, in-situ testing methods for liquefaction was initiated in 1983 and completed in 1986. In 1984, the fifth joint research program was started on masonry building structures; it is nearing completion. The sixth coordinated program is on precast seismic structural systems; it was initiated in 1991. Task Committee meetings, exchanges of data and information through technical presentations at annual Panel Meetings. exchanges of guest researchers. visits to respective research laboratories and informal interactions between Panel Meetings, joint workshops and seminars, and joint cooperative research programs all contribute to the development and effective delivery of knowledge that has influenced design and construction practices in both countries. Direct communication between coWlterpart country organizations i. the cornerstone of the Panel. Effective information exchanges and exchanges ofpersonnel and equipment have strengthened domestic programs of both countries. There ar,' opportunities for experts in various technical fields to get to know their foreign counterparts. conduct -ill- informal exchanges, bring their respective views to the frontiers of knowledge, and advance knowledge of their specialities. The Panel's results have supported improvements in practices in both countries. They have; 1. created and exchanged digitized earthquake records for use as the basis of research for U.S. and Japanese geotechnics and structures; 2. produced data that advanced U.s. and Japan design and construction of bridge columns; 3. produced large-scale testing data that advanced seismic design standards for buildings;
4. created a database comparing U.S. and Japanese standard penetration tests to improve seismic design criteria for soil liquefaction; 5. created databases on storm surge and shore line interaction and on tsunamis and tsunami warning systems for use by designers to verify mathematical models of tsunamis and storm surge.
The Task Committees (TIC) are; TIC "A". Strong-Motion Instrumentation Arrays and Data TIC "B". Large-Scale Testing Programs
TIC "Coo. Repair and Retrofit ofExisting Structures TID "D". Evaluation of Structural Performance TIC "E". Ground Motion and Seismic Design Forces Program TIC "F". Disaster Prevention Methods for Lifelines Systems TIC "G". Wind Characteristics and Structural Response ( Merged with TIC "D", 1988 ) TIC fiG". Passive, Active, and Hybrid Control Systems (Created 1990 )
TIC t'HIt. Soil Behavior and Stability during Earthquakes TIC "1". Storm Surge and Tsunamis
TIC "Ju. Wind and Earthquake Engineering for Transportation Systems
TIC "K". Wind and Earthquake Engineering for Offshore and Coastal Facilities
- x· 2. USING THIS PUBLICATION 2.1 GENERAL
Publications constitute a major end produce to the Panel's efforts. This report lists the Panel of Wind and Seismic Effects papers published during the period April 1969 through May 1991. Published papers are found in Chapters 3 and" while Chapter 5 presents the Author's Index. Chapter 3 lists those papers published from Joint Meeting through the 23rd meeting. Chapter 4 lists those papers published by the Panels 11 Task Committees. Both sections Jist the papers in chronological order starting with t.he earliest. paper. The Author's Index lists, in alphabetical order, all Panel Authors. Their respective papers are denoted by a four digit number used to identify their respective papers in Chapter 3 and/or 4.
An example below, illustrates information for the papers presented at the Joint Meetings. The listings are preceded by a four digit code, followed by a one or two digit code, followed by a letter code. These codes aTe illustrated in the example by a), b), and c). Where a) is the report designation number within a group of reports prepared for a particular Joint Meeting. The b) code designates the Joint Meeting, its date, and location. The c) code designates the subject theme.
0651 3), 20b). Be) In Situ Measurement of Pore Pressure Build·Up durinl Liquefaction Thomas L. Holzer. Michael J. Bennen ; USGS T. Leslie Youd; Brigham Young University
For thE' papers published by the Panel's Task Committees, the listings are preceded by a one letter code and four digit code, followed by a one or two letter code and one digit code. These codes are illustrated in the example by a) and b). Where a) is the report designation number within a group of reports prepared for a particular Workshop. The b) code designates the Task Committee, its date, and location.
0l(168),C2b) Dnelopment of Post-Earthquake Measures for Buildinls and Structures Damaled by Earthquakes Eiichi Kuribayashi. Masaya Hirosawa. Tatsuo Murota :PWRI
Preceding page blank - xi • 2.2 SAMPLE LI&TING
1) JOINTPANELMEETING .)PaperNumber Paper Number Joint Meeting 0001·0018 1 0019· 0036 2 0037 -0058 3 0059-0077 4 0078- 0103 5 0104-0132 6 0133-0164 7 0165-0004 8 02n5-0235 9 0236-0273 10 0274-0315 11 0316-0349 12 0350-0396 13 0397 -0435 14 0436-0479 15 0480- 0523 16 0524-0570 17 0571- 0608 18 0609-0642 19 0643-007 ~ 0678-0710 21 0711- 0748 22 0749· 0795 Z3 b) Joint MeetiDI Number No. Date Location 1 Apr. '69 Tokyo 2 May '70 Washington D.C. 3 May '71 Tokyo 4 May '72 Washington D.C. 5 May '73 Tokyo 6 May '74 Washington D.C. 7 May '75 Tokyo 8 May '76 VVashington D.C. 9 May '77 Tokyo 10 May '78 VVashington D.C. 11 Sept. '79 Tokyo 12 May 'SO VVashington D.C. 13 May '81 Tsukuba 14 May '82 VVashington D.C. 15 May '83 Tsukuba 16 May '84 Gaithersburg 17 May '85 Tsukuba lB May '86 Gaithersburg 19 May '87 Tsukuba • xii - May '88 Gaithersburg May '89 Tsukuba May '90 Gaithersburg May '91 Tsukuba c) Suqect Theme A: Wind Engineering B: Earthquake Engineering C: Storm Surge and Tsunami D: Joint Cooperative Research Program Z: Others
d) AfIlliatiOD U.S.lide ; Department ofCommerce, National Bureau ofStandards (NBS) [1901-1988] Department of Commerce, National Institute of Standards and Technology (NIST) [1989-] Department of Commerce, National Oceanic and Atmospheric Administration (NOAA) U.S. Nuclear Regulatory Commission (NRC) Department of Interior, Bureau of Reclamation (BUREC) Department of Housing and Urban Development (HUD) Department ofTransportation, State of California (CALTRANS) International Development Cooperation Agency, Agency for International Development (AID) Federal Emergency Management Agency (FEMA) Development ofState, Office of Fl'rcign Buildings (OFB) Veterans Administration mV) [-1990] Department ofVeterans Affairs (DVA) [1990-] Department of Agriculture, Forest Service (FS) Department of Navy, Na.val Facilities Engineering Command (NAVFAC) Department of Navy, Naval Civil Engineering Laboratory (NCEL) Department of Transportation, Federal Highway Administration (FHWA) National Science Foundation (NSF) Department of Interior, U.S. Geological Survey (USGS) Department ofArmy, Corps ofEngineers (CORPS) Department of Army, Waterways Experiment Station (WES) Japanside; National Research Center for Disaster Prevention, Science and Technology Agency (NRCDP) [- 1990 ] National Research Institute for Earth Science and Disaster Prevention, Science and Technology Agency (NIED) [ 1991 -] Port and Harbour Research Institute, Ministry ofTransport (PHRI) Meteorological Research Institute, Japan Meteorological Agency (MRD Geographical Survey Institute, Ministry of Construction (GSI) Public Works Research lnstitute, Ministry of Construction (PWRI) Building Research Institute, Ministry of Construction (BRI) . xiii· J) TASK COMMl'ITEE
a) PaperNumber Paper Number Workshop Number c0001 • c0012 C1 c0013 - c0030 C2 c0031·COO51 C3 c0052 • c0079 C4 COO8O. COO98 C5 DOOOI·DOO17 Dl D0018· DOO35 D2 DOO36 • DOO45 00 EOOOI •E0015 El
FOOOI -FOO17 F2 FOO18· F0039 F3 HOOOI • HOOOB HI HOOO9 •HOO14 H2 HOO15·HOO33 H3 10001 ·10024 12 JOOOI -JOO39 J1 JOO4O . JOO6O J2 J0061-J0087 J3 JOO88 •JOll8 J4 J01l9· J014l J5 J0142· JOl81 J6 J0182· J0213 J7 J0214 •J0232 JRI
• xiv· b) WOIbhop Number
TIC No. Date Location Remarks A 1 Aug. '87 Menlo Park
B 1 Mar. '84 Tsukuba
C 1 May '80 Los Angels 2 May '81 Tsukuba 3 May '82 San Francisco 4 May '87 Tsukuba 5 May '90 Gaithersburg Cooperated with TIC "D"
D 1 May '83 Tsukuba 2 Jul. '84 Barkeley 3 May '85 Tokyo
E 1 May '91 Tsukuba
F 1 May '84 McLean 2 Dec. '84 Tsukuba 3 May '89 Tsukuba
H 1 Aug. '85 San Francisco 2 May '88 Jackson Hole 3 Jan. '91 Tsukuba
1 1 May '83 Tsukuba 2 Nov. '90 Honolulu
J 1 Feb. '84 Tsukuba 2 Aug. '85 San Francisco 3 May '87 Tsukuba 4 May '88 San Diego 5 May '89 Tsukuba 6 May '90 Lake Tahoe 7 May '91 Tsukuba
JR 1 Dec. '90 Tsukuba WorkBho~ on Seismic Retrofit ofBridge
c) AfftIiation
The affiliation of the first author is presented.
- xv· 2.3 ORDERING INFORMATION
Persons interested in ordering copies of the Panel's annual Proceedings, Wind and Seismic Effects, and the Workshop's Proceedings should contact with the Secretary General, UJNR Panel, although not all papers listed are available. Secretary-General, U.S. side UJNR Panel: Cooperative Research Programs Building and Fire Research Laboratory National Institute of Standards and Technology Gaithersburg, Maryland, 20899 U.S.A. National Technical Information Service Springfield, VA 22161. U.S.A.
Secretary-General, Japan side UJNR Panel: Planning and Research Administration Department Public Works Research Institute Ministry of Construction I, Asahi, Tsukuba, Ibaraki, 305 Japan
- xvi- PUBLISHED REPORTS INDEX of JOINT PANEL MEETINGS 3. PUBLISHED REPORTS INDEX of JO~NT PANEL
0001. I. A 0012,1. B Wind Measurement lor Structural Design Preseot StatuI 01 tile Observatioo 01 Strong" H.C.S. Thom : Environmental Science Services Motion Earthquakes in Japan Administration Toshiji Nip : NRCDP
0002. I. B 0013.1. A.B Comments on Earthquake Records and Requiremenll for Structural Design 01 Analysis Buildinas agalnlt Wind and Seismic Elfects WiUiam K. Cloud: Coast and Geodetic SW"Vey. MUD Yorihiko Ohsaki : BRI
0003,1. A,B 0014.1. B The Relation between Codes and Standards Current Procedure lor Earthquake Resistant Criteria for Wind and Seismic Considerations Desigo 01 Harbour Structures in Japan and tbe Design and Construction or Federal Saloshi Hayashi : PHRI Buildinls fn tbe United States George Bo Begg : General Service Administration 0015.1. B Eartb Structures 0004. I. C Masami Fukuoka : PWR) The March 1964 Tsunami - Its Errects 00 Ports aDd Harbors 0016. I, A.S Charies E. Lee; CORPS Specincationl lor Wind and Earthquake ResistaDt DesilD 01 Hllln,ay Brfdges iD Japan 0005, I, B Yasuo Tada : PWRI Euth Structures and Foundations Subject to Seismic Loading 0017, I. B HJ. Gibbs: BUREC Seismidty 01 Japao Shun-ichiro OmOIe : BRI 0006, I. A,9 Current States or Design or Bridgcs in the 0018. I, A United States lor Resistance to Wiod Effects A Review on tbe Problems iD Wind-ResistaDt and Seismic Forces Desian of Structures Charles F. Scheffey : FHWA Tadayoshi Ohkubo : PWRl
0007. I, B 0019,2. A Tbe Problem of Ground AmpUncalion and A Survey Paper OD tile Wind LoadiD. or Ground Failure in Earthquake-Resist8bt Structures Duign Richard D. Marshall : NBS William Bo Joyner: USGS HoC.S. Thorn : Environrnenlal Science Services Administration 0008, i. A Windstorm Insurance in tbe United States 0020.2. A 1l'...mas R. Callaway. HUD Present Status 01 Strolll Wind Characteristics Studies (in Japanese) 0009. I. B Seiji Soma. Tatsumi Kitaoka : MRI Program lor IbSurance against Earthquake Da..aac OCl2I.2 1\ John T. Dressel ; Coast and Geodetic Survey. HUD Vertiul Attack A.,les 01 Natura. WiDd (ill Jr.p.ne.e) 0010, 1. A Tadayoshi Ohkubo. Nobuyulti Narita : PWRI Surveys on Damage to Structures Caused by Strong Winds 0022,2, A Warren A. Shaw: NCEL Estimation or Expected Maximum Wind Vel'Jeity (iD JapaDese) 0011,1. A TalSUJDi Kitaoka : MR. Present Circumstances 01 Strong Wind Observation in Japan Jiro Kawase: MR)
.I - 0023.2.B 0033.2,8 Report on Seismic Da.a.e and Stronl Problems 01 tbe Seismic DesiiD StaDdards lor Motion Results Santa Rosa, California, Port and Harbonr Structures ID Japan Earthquakes of October I, 1969 (in Japanese) WiUiam K. Cloud, Leonn M. Murphy: Coast and Satoshi Hayashi: PHRI Geodetic SUl\Iey. HUD 0034.2. B 0024.2. B FouDdations ID~eslllatloDs for Seismic: Report on tbe Port and H.rbour D.mage Effec:ts Caused by tile TokAd.loOki Earthquake of H,J. Gibbs; BUREC 1961 (in Japanese) SaIOShi Hayashi: PHRI 003~.2.8 Seismic Des.n 01 Eartb Structures and 0025.2.B FouDdatlons (In Japanese) Spednc Recent Stronl Motion Records In Masami Fukuoka : PWRI Japan (In Japanese) Shun-ichiro Omoce. Yorihiko Ohsaki. Maoto Watabe. 0036.2. A Yoji MIIJ'lWl : BRI Study on Ibe Disaslers Caused by Typboons In JapaD (ID Japanese) 0026.2.8 MillON Okuda. Tatsumi KitUa ; MRI Suney on the Disaster due to the To...chi Oki Earlbquake, 1968 0037.3. B • Roads, Rinri and Hilb....ys Bridge MSK IDleDsity Scale as Compared witb JMA Masami Fukuoka. Eiichi Kuribayashi : PWRI InleDslly Scale Takuzo Hirono. Kaoru Sato ; MRI 0027.2. A Experiments on Full Scale Suspension 0038.3. B Bridles The Innuence of Geol08Y OD Earthquake Charles F. Scheffey : FHWA GrouDd MotioD.PrelimlDary Results Irom a Dowabole Seismomeler Array aD Ibe SaD 0028.2. B Fra.risco Bay SbOff Revise of Seismic Deslln Specifications for WiUiam B. Joyner. Richard E. Warrick: National Center Hllbway Bridles (iD JapaDese) for Eanhquake Research. USGS Yasuo Tada : PWRJ 0039.3.8 0029.2. B OD Slru~lural IDelastl~ RespoDse aDd Hiam..n Burea. 01 Reclamation De~elopment Work In RespODSf as Related to tbe Maximum Earthquake E.liDeerlDI Deslln AcceleratioD of Ibe Eartlaquakes Jack W. Hilf; BUREe Yorihiko Ohsaki. Makoto Watabe : BRI Kenltichi Sawada: NRCDP 0030.2.B Damale to Structures by tbe Tobchl-Okl 0040.3.8 Eartbquke, 1968 and Innuences OD Structural Averale RespoDse Speclra lor Various Deflln 01 BulldlDIS Subsoil CODdltlons YOIihilw Ohsaki. Toneo Endo: BRI Saaoshi Hayashi. Hajime Tsuchida. Eiichi Kurata : PHRI
0031.2. B 0041. 3. B ·0. tile Pre.at Situation or Practical Vertical Grou.d Ac~eleralioD durlnl PI••nlnl .ad Zonlnl to Prnenl Ille Earthquake Eartlllquile Disaster· ID J.pan (A Prellmi.ary ProRress Report) Yorihiko Ohsaki. Makoto Watabe ; BRI William K. Cloud. Virgilio Perez: Seismological Field Survey. National OCean Swvey 0032.2. Z Port aad Harbor Resnrc:. by tbe Corps uf 0042.3. B E••IDeers Vibrational Cbara~lerisllcs 01 • HUle Charles E. ue :CORPS FoundalioD Siructure Eiichi Kuribayashi. TostJio Iwasaki. Yutaka lida : PWRI
- 2- 0043.3.B 0054.3. A.B ne Impad 01 the San FenaDdo Earthquake Status Report on Researcll on Seismic and on Veleran. Administration Fadillies aDd Wind Protedlon of Bridles Desiln Procedures Charles F. Scheffey : FHWA James Lefler: Civil Engineering Service. DV 0055.3.B 0044.3.8 Lateral Load Tests on Multi-Storied Full-Size E.tl.atio. 01 L1qudaction Polenlial or Sa.dy Building 01 Relnlorced Concrete Wall Soils Construction lor Earthquake Resistant DesllD Hajime Tsuchida. Saaoshi Hayashi: PHRI Yasunori Koizumi. Masaya Hirosawa. Shin Okamoto. Toneo Endo : BRI 0045.3. C Prediction 01 Long Term 1"suDa.1 IDUDdalioD 0056.3.B al CreSteDt City, CalilorDla, U.S.A. Seismic Perlormance Criteria for OperatioD Norman L. Amo. Orville T. MagJOll: CORPS BreaUbrougll Housing Syste.s William J. Werner: HUD 0046.3. B Eartll Slruc"res uDder Seismic CondilioD 0057.3. A.8 Mineo Nagamori. Kazuya Yamamura. Yasushi Sasaki : An Outlook 01 Recent Studies i. Japan oD PWRI CouDtermeasures a.aiDst Earthquake aDd Storm 0047.3.8 (Mainly, Studies dODe in Government Organs) Su••ary 01 Crlleria Currently Used iD Ihe Toshiji Ariga. Kenkichi Sawada: NRCDP United States and Japa. lor In"estilation 01 Foundations lor Earthquakes 0058.3. A.B HJ. Gibbs: Engineering and Research Center. SUREe Current Researcb in Wind and Seismic Effects C.rried on Throuth NSF 0048.3. A Michael P. Gaus. Charles A. Babendreier. George K. Lea Re.lonal Characteristics or Higb Winds ror : NSF Structural Design Tatsumi Kitaoka: MRI 0059.4. A Recent Studies on "Tatsu.aki" (Spout) In 0049.3. A JapaD IDterpolatioD 01 Deslln Wind Speeds lor Ichiro lmai. Seiji Soma : MRI Japan H.C.S. Thorn : EnvironmenLal Data Service. NOAA 0060.4. A Adjustme.t 01 DailD Wind Speed 'or Local 0050.3. A CondltiODs Full-Scale Siudiu of Wind Effects on . H.eS. Thorn: EnvironmenLal Data Service. NOM Buildlnls In Japan Masanori Izumi. Mitsuo Nakahara: BRI 0061.4. A On the Revised Wind Resistant Desiln 0051, 3. B Criteria lor the Proposed HODSlliu-Sllikoku Tile Sa. Fer.a.do, Calilorala Earthquake 01 Bridles Fellruary 9. 1971 Tadayoshi Ohkubo. Nobuyuki Narita : PWRI H.S. Lew. R.D. Dildters. Edgar V. Leyendecker. Edward O. Pfnng. Samuel Kramer : NBS 0062.4. A I.pllase Cilaraderistics or Winds to 150 0032.3. A meters Wind Induced Oscillation of Bridle Memben John W. Kaufman. KeDy Hill : Aero-Asuodynamics Tadayoshi Ohkubo. Nobuyuki Nania: PWRI Laboratory. Marshall Space F1ighl Center
DOS3. 3. A 0063.4. A ReSlllts 01 Wind Tunnel Model Tests and Status Report on a. lastru_e.tatloD System Field Obsenations 01 Wind Effects on tbe to Monitor a.d RKord Wind Velocities, ODomlcll1 Bridie DIrections. .nd Structural Responses at Tadayoshi ObItubo. Yoshiyuki Enami : PWRI Suspension Bridie Sites John J. Tomko. Richard H. Galle. Charles F. Scheffey : FHWA
- 3 - 0064.4. A 0074.4. A,8 A Resullle 01 the AeroclYDallll~ lanltltatloas Preseat State 01 Researeb Activity lu JapaD lor the Kaa.on Bridie rtlardlD, Struelures a.aiast WiDd aDd Tadayoshi Ohkubo. Nobuyuki Narila. Yoshiyuki Enami Eartbqu.ke :PWRI Kenkichi Sawada: NRCDP
0065.4.8 0075.4.8 Some Problellls ID Estl.atID, tlte Recurreace Prepar.tioD 01 Sels.k Micro ZonlDI 01 01 Da.a.la. Earthquakes CIII.bote Area, Peru J.C. Stepp: Environmental Research Laboratories. Yasunori Koizumi : 8RI NOAA 0076.4.8 0066.4.8 GeolGlie COltrol 01 Destruction duriD. tbe Cllaracteristlcs 01 StroD' MotioD Peru Eartbq••ke 01 M.y 31, 1970 AccelerGlrallls aad 01 Dalllaies due to Local ~geE.Eric~n.~ge~r:USGS Earthquakes Makoto Waaabe. Yutaka MalSushima. Yoshikazu 0077.4. A Kitagawa: 8RI Wind D••ale due to Typboon "YoliDI" (1970) In Greater Manlra Area 0067,4.8 Tadayoshi OhItubo : PWRI l.elastle Response 01 Steel Pile Structure aad its SeislIlIe Stability 0078.5. A S810shi Hayashi. Hajime Tsuchida. Takamasa lnalomi : Properties 01 Hi... WIDds Caused by the PHRI Topoaraphy aad BulldlDIS Ichiro lmai. Seiji Soma: MRI 0068,4,8 Veterans Ad.iDistratloa Earthquake 0079.5. A Ea.IDeeriD. PrOiram The Statlsti~al Property 01 WiDd Speed James Lefler: Civil Engineering Service. DV Fluetuatioas In • Storm Ichiro Imai. Shigeru Nemoto : MRI 0069,4.8 Earthqu.ke RealSlablllty 0' Subllleraed 0080. S, A TUDDels AD InestilatioD 01 tbe AerodyDa.ic: Bebavlor Shiro lbukiyama, Eiichi Kuribayashi. Toshio Iwasaki : 0' the Sitka Harbor Cable-Stayed Bridie PWRI Richard H. Gade : FHWA
0070,4,8 0081. S. A Perlorm.Dce 0' BuildiDI Struetures durlnl tbe A Cable-Stayed Bridle .Dd Its AerodyDamk 1971 S.. FerDa.do Earthqu.ke DesilD H.S. Lew : Institute for Applied Technology. NBS Tadayoshi ObItubo. Nobuyuki Narila. Koichi Yokoyama :PWRI 0071.4, B Respouse ADalyses 01 the GrouDd ••d 0082. S. 8 Bulldl.IS due to Earthquakes (Su••ary) A Prellmia.ry Strattly lor Zoaia. the Saa Masanori Izumi. Yoshikazu Kitagawa: 8RI FraDdsc:o Bay Rellon OD tbe Basis 0' Relative Grouad MotioD PredlctioDs 0072.4.8 Roger D. 80rcherdt : National Center for Earthquake Eartbq.ake ResponR 01 Hlllt••y Bridles aDd Research, USGS its St••d.rdlllltloD (S.....ry) Eiichi Kuribayashi. Toshio Iwasaki. YUIab lida : PWRI 0083. S. 8 A Resume 0' Seismicity ..d TectoDiCli ID tile 0073.4. B AndeaD RegioD GeDeral Aspect oa Rep.ir Worb 01 BuildlDIS George E. Ericksen: USGS Dama.ed by Tok8c:hl-oki E.rtltq••ke 1961 Yasunori Koizami. Masaya Hirosawa. TelSuro 0010 : 0084. S. B 8RI Seismic Risk EstimatioD iD the UDited St.tes S.T. Aigermissen. D.M. Perkins: Seismological Resean:h Group. NOAA
·4· 0085,5,8 0097.5. A,B Tille Researell ProJ~t OD tile A.toaatic Present State 01 Researcb Activity la J.p.n A••ly,is of tile Seismic Oblenatio. by tile r••rdinl Structures alainst WiDd ••d Jap.. Meteoroloaical A,eDcy Earthquake AkUa SUWL Ma.,;tji Ichikawa: MRI Seiichi lnaba : NRCDP
0086.5.8 0098,5,8 Clilaraderlslla of Base Rock MoIIoD' Researcb Project oa New Criteria lor Calc-Iated fro. StroD, MotloD AccelerOl...IIDS Earthquake Resistant Deslln lor over·an Satoshi Hayashi. Hajime Tsuchida. Tatsuo Uwabe ; StructUffs PHRJ Mitsuru Nagao: PWRI
0087,5.8 0099. S. 8 Oa tile CIIl.racterislks or the StroDg OD tile Trainings In th Internalional IDslitute Eartllquake Motioas Obsened la J.pan 01 Sels..olOlY and Eartllquake EnglaerrlDI, MakOio Watabe. Yoshikazu Kitagawa: 8R1 TOKYO Tetsuo Santo: BRI 0088.5.8 Tile Cerl Biaxial SlIlock Test Maclliae 0100. S, B John J. Healy : Preliminary Survey on Seis.olOlY aDd Eartllquake EngiDeeriDI ID tbe Uaion or 0089,5. B Burma Eartlllq..k, ED.iDeeriDI DesilD of Earth Fills Elichi Kuribayashi ; PWRI Kazuya Yamamura : PWRI 0101,5. B 0090. S. B DelermiDation 01 Eartllquake Hazard5 iD Wood Structure Perfor..ance in an Eartbquake Densely Populated Areas and Preventive i. A.clllorl.e, Alaska Marcil 27, 1964 Measures to lie CODsidered iD Urban PlanDia, L.O. Anderson. J.A. Lisb: Forest Products Labooltay. Naokazu Koiwai. Kalsumi Miyawaki: Yokohama City Deplnment of Asriculture 0102,5. B 0091,5, B BuildiDII Perlormanct ia tbe 1971 MANAGUA Esti...tioa 01 a Seis..icity 01 Port Structures Eartllquake Satoshi Hayashi. Hajime Tsuchida. Setsuo Noda : PHRJ Richard N. Wright. Samuel Kramer ; Institute for Applied Technology, NBS 0092. S. 8 DY.IlDle Bellavier 01 CODcrete D••s 0103.5, B Keith O. O'Donnell: CORPS Preliminary Report on D.....e or MANAGUA Earthquake December 13, 1971 0093.5,B Tadayoshi Ohkubo : PWRJ Vibration C"araeterlstks 0' tile North Fork Seiichi Inaba : NRCDP Da. Shin Okamoto : BRI Jimmy P. Bats.a : WES 0104.6, A 0094, S, B OD tile GIISt ResPODst of LO.I-Sp.n DuctUlty Testia, or Portal Frames I. • Supeasioa Bridles (PrOlrtSslve Report) Coacrete Modular Hi.llrise BulldlD, System Nobuyuki Narim. Koichi Yokoyama: PWRI William J. Werner: HUD 0105.6, A 009.5,.5.8 Eltreme Wiads I. Hurricaaes ••d Possibility Judle.ent Standard 'or Earthquake Properties of Modlfyinl Illem of Ellis"n, Rel.forced Coacret' BaUdln,s R. Cecil Gentry: Environmental Research Laboralones. Kiyoshi Nakano. Masaya Hirosawa : BRI NOAA
0096.5.8 0106.6. A Eartlllq.ake ReslIlIDt Criteria lor Underarouad Extre. Wlads i. tile Uall. Stales Structure, Arnold R. HuD. Patrick E. HUlbes : Environmental Data Eiichi Kurib8yashi : PWRI Service. NOAA Toshio Iwasaki: 8RI
. S· 0107.6. A 0118.6, A Wind Tunnel Experiments lor Studyln, a Nonline.r A••lysls or Guyed Tower Local Wind Stanley K. TlIkahashi. Warren A. Shaw: NCEL Ken Suda. Seiji Soma. Ki~ohide Takeuchi: MRI 0119.6. B 0108.6. A The RelulalioD lor Structural Properties or A Study or Wind Pressures on a Sinlle Prel.bricated D'f'eIIiDIS Family Dwellinl In Model and Full Sule Kiyoshi Nikano. Masaya Hirosawa. Tatsuo Murata : Richard D. Malshall : Center for Building TechnololY. BRI NBS 0120.6. B 0109.6. B AD Analytical Model lor DetermiDinl Ene!'By Nonlinear Calul.lions 01 Ground Response DissipatioD iD Dynamically Loaded System i. Eartbquakes John F. McNamara. S.K. Sharma: University of Illinois William B. Joyner. Albeit T.F. Chen. Patrick C. Doheny: USGS 0121.6. B Desilll of PUe Foundation Subjected to 0110.6. B Lateral Load Observation and Analysis or Ground Response Tadayoshi Ohkubo. Keiichi Komada. Asao Yamakawa: in E.rtbquakes PWRI Satoshi Hayashi. Hajime Tsuchida : PHRI 0122.6. B 0111.6.8 ComprelleDsive Seismic DesilD ProvisioDS Researcb Study on Liquel.ction lor BulldialS WiUiam F Marcus<)O III : WES Charles G. Culver: Center for Building Technology. NBS 0112.6. B Estimation 01 Liquefaction Potential by 0123.6. A Means 01 Explosion Test Wind LoadiDI and ModerD BuildiDI Codes Kazuya Yamamura. Yasuyuki Koga: PWR1 Emil Simiu. Richard D. Marshall : Cenler for Building Technology. NBS 0113.6. B Landslide IDcidence and Mec:llanis.s durinl 0124.6. B Earthquake~ Seismic Retrofittinl 01 ExistiDI HI.II".,. George E. Encksen : USGS Bridles James D. Cooper. R. Richard Robinson: FHWA 0114.6. B Anatole Longinow : fiT Research Instilute Dy.amics or Soil Structures and Grouad Respollse In Earthquake Stress CaditioD 0125.6. B Effects on Dynamic Properties 01 Soils Dy.amic Tests or Structures by Use 01 Larle Eiichi Kuribayashi : PWRI Scale Shaki.. Table Toshio Iwasaki: BRI Seiichi lnaba : NRCDP
0115.6. B 0126.6. A.S Prediction 01 Mallimum Eartbquake I.te.aities A Methodology lor EvaluatioD or ExistiDg lor the Sa. Fr••dsco Bay Reaioa BuildiDI •••Inst Eartllquake, H.rricaDe .Dd Roger D. Borcherdl. James F. Gibbs: USGS Tor.ado H.S. Lew. CIlarIes G. Culver: Cenler for Building OI16.6.Z Technology. NBS A Statistic.I Approadl to Loadla. .ad Failure 01 Structures 0127.6. B Ronald G. Mcnitt: U.S. Army Construction Experlme.t.l Rese.rch OD tbe Aseismic Engineering Research Labora«ry ClIaracteriltlc of Spherical Steel Ta.k lor Liqaid Petroleum Gas OlJ7. 6. B Kiyoshi Nakano. Makoto Walabc: SRI Sy.tbetic Experimeatal Reaeard. o. Ductilities 01 Reinforced COHrete Silort 0128.6. B Columns uDder L.r.e DeRect_ Rese.rch 01 MIDimiziDI Earthqu.ke Kiyoshi Nakano. Masaya Hirosawa : BRI Structural D....'e to Sin,le F...ily Dwelli••, WiJliam J. Werner: HUD -6- 0129.6. B 0141.7. A Eartbquake Enlineerinl Rese.rdI Supported LuUDI. Louisia..a Cable-Stayed Bridae WiDd by tbe National Sc:ieact Fou...... Tunnel Section Model Tests Ouules C. Thiel: EMthquake Engincaill Resr..arch Richard H. Gade. Waller Podolny. Jr.• Harold R. Bosch: Applications Directorate (RANN). NSF FHWA
0130.6. Z 0142.7.8 Preliminary Report on Present Slatus and OD tbe Relion.l Distribution of tile Development Project of Volc lul Earthquake i)aDler ia J.paD Observation aDd Rese.rch In esi. Sadaiku Hattori. Yoshikazu Kilaglwa. TelSuo Santo: Atira SUWI : MRI BRI
0131. 6. 3 0143.7, B Use of Stabilized Adobe Bloc:k .. Cane in QuaDtlfiutiOD or Seismicity Construction of Low-Cost 80'" iD Peru Tsutomu Terashima. Tetsuo Santo: 8RI S.G. Farlal: Center f(X' Building Tec.....y. NBS 0144,7. B 0132.6. Z OD tbe MaiDtenaDce of the StroDI-Motion A. Commenl on lbe TetbnolQRicaI Aid to AccelerQRrapb aDd the Data Proc:essinl 01 lite DevelopiDI Countries Records Tadayoshi Ohkubo : PWRI Eiichi Kuribayashi : PWRI Hajime Tsuchida : PHRI 0133.7. A MakoID Walabe : BRI Present Status etr tbe Study of * Structure or Wind in Japan 014S. 7.8 Kiyoltide Takeuchi; MRI The United States Stronl-Motton Network Field Operations 0134.7. A Richard P. Maley: USGS A Reexamination of Hurricane c...iIIe Arnold R. Hull : Environmental Data Service. NOAA 0146.7.8 StroDI-MotioD Data Manaae.ent 0135.7. A Christopher Rojahn : USGS Fire Torn.do alld its Maximum Wind-Speed Seiji Soma. Ken Suda : MRI 01477.8 Brief Review OD Liqueraetioa durinl 0136.7. A Earthqu.kes in Japan A Research Project 011 tbe Wind Flow arouDd Eiichi Kurib.lyashi. Fumio Tatsuoka : PWRl Tall Buildings TalSuo Murota. lC.1yoshi Nakano: 8RI 0148.7.8 Vibration Test on SettlemeDt of Submerled 0137.7. A Sand Layer Wind Engineering Research Pr..... Kenkichi Sawada, Yasuyuki Koga: PWRI Supported by the National SeiHee Foundation Michael P. Gaus : NSF 0149.7. B Study OD Eartllquake Respo.se 01 Structures 0138.7. A by CODsideri.. NOD-Deter.inistic Variables Study on the Wind Pressure alNl Ih Respoaa Yutaka Yamazaki. Y-..nori Koizumi : 8RI of Roof CorDus Tatsuo Murola. MilSUO Nakahara: BRI 0150.7. B Least Weilht Structure!! lor Tllreslaold 0139.7. B Frequncies Hilhway Bridie Seismic Researc' Richard D. McConnell : James D. Cooper : FHWA om. 7. B 0140.7. A Ductile Shear W.lls In Eartllquake-Resil..a. On tile Wind Response of the KMaoD Bridie MaUistory BalldiD,1 "fadayoshi Ohkubo. Nobuyuki Narila. Koichi Yokoyama Mark Finle) : Portland Cement Association :PWRI
-7- OiS2. 7. B 0162.7. D Suyclllallu 01 Corps 01 Elliluters StruClures EIIrthq.ake Disaster MitilatioD : A Joint ill EIIrlltquate·Prone Areas Researth Approach Keith O. O'Donnell: CORPS Charles C. Thiel. John B. Scalzi: Earthquake Engineering Research Applications Directorate (RANN). 01S3. 7. B NSF School and Hospital C"BstrucUon In Camorala 0163.7. A John F. Meehan : orflCe of An:hileCture and Hilh Wind Study iD Ille PlimppiDes Construction. Department of General Services. Stale of Noel J. Raufaste. Jr.. Richard D. Marshall; Center for California Building Technology. NBS
0154.7. B 0164.7. B Improved Earthquake Resistive Des.u ..d Survey on SelsmoloKY and Eartllquake Coustructlon 01 Slnlle-famUy ResidcuUal EDlineeriDI in ladia, Iran aad Turkey DwelllnlS Makoto Watabe. Hideo Tokuhiro. Masakazu Shinozuka : G. Robe" Fuller: HUD BRI
OIS5. 7. B 0165.8, A DyDamic Tests 01 Structures lor 011 Taaks Aspects 01 Hurricane Winds as Recorded al an aad Nuclear Power Plant Instrumented Suspension Bridle Seiichi Inaha : NRCDP Richard H. Gade ; FHWA Robert H. Scanlan: Princeton University 01S6. 7. B Sheel Pile FoundatloB and Its Sirucluni 0166.8. A Charac:terlsUcs .alainsl Horizontal Loads Siudy on the Wind Errecl OD Eaves Kenji Kawakami. Tadayoshi Ohkubo, Keiichi Komada. Tatsuo Murota : BRI Michio Okahara : PWRI 0167.8. A 0157.7. B MeasuremeBts 01 Wind Loads and Tie-Down On Speclnulions lor Eartllquake-Resistant Forces OD Mobile Homts Desiln 01 Hithway Bridles (Jaauary 1971) Richard D. Marshall. Robert h.. Crist: NBS Kenji Kawakami, Eiichi Kurihayashi. Yutaka lida : PWRI 0168.8. A Toshio Iwasaki: BRI On the Wind Resistant Design SpecincatioDs lor the Proposed Honshu-Shikoku Bridles 0158.7. B (1975) OD Speclnutions lor Eartbquake·Reslstant Tadayoshi Ohkubo. Nobuyuti Narila : PWRI Desl,D 01 Iile HODshu-Shlkoh Bridaes (JSCE 1974) 0169.8. A Ishio Kawasaki: Honshu-Shikoku Bridge Authority Equh'alenl Static Wind Loads 'or Tall Eiichi Kurihayashi : PWRI Buildln. Desian Emil Simiu : Center for Building Technology. NBS 0159.7. B Rece.1 RevlsioD 01 Desil_ St..dards on 0170.8. A Stis.k Elrects lor Pon and Harbour A Wood House Will Resist Wind Forces Stnelures Billy Bohannan : Forest Products Laboratory Satoshi Hayashi. Hajime Tsuchida. Setsuo Noda : PHRI 0171.8. A 0160.7. B Wind Loads on Low-Rise BuildinlS JSCE Spednealions lor EIIrthquake Reslstanl Noel J. Raufaste. Jr. : NBS Deslln 01 Submerled TUDneis (1975) Eiichi Kuribayashi : PWRI 0171. 8. A Hajimc Tsuchida ; PHRI Chrac:teriltics 01 tile H.h Wind at Hadlljoji.a Island on I.e Occasion 01 0161. 7. D Typhoon No. 7513 A Proposal 10 tile Joint Researcll Protn. 011 Seiji Soma : MRI Ille Aseismic Properties of R.C. SlrlKI.re by Ille F.II Sin Specl.ens Makoco Walabe. Masaya Himsawa. Shinsw.~ Nakata: BRI ·8· 0173, 8. A 0184.8. A Hlall Winds In the Vnited States, 1975 On tile Da.aae to Bulldinl In Hadaljojl•• Arnold R. Hull. Thomas D. Potter. Nathaniel B. C..sed by Typhoon No. 1513 Gunman: Environmenlai Dala Servke. NOAA TatslJO Murota : BRI
0174.8. A 018S.8.8 Mean Spced Promes or HurriuDe '-'iDds Seismic Response of Reinforced Coaerete Emil Simiu : Center for Building Technology. NBS Hiahway Bridles Virendra C. Pale! : Universily of Iowa J. Penzien. W.G. Godden. M.C. Chen. D. Williams. John F. Nash: Sybucon. Inc. Kazuhiko Kawashima: University ol California
017S. 8. B 0186.8. B Pla.DiDI and Desian of StroDa-Motion AD Eulu.tion Me!"ocI for the Earlltquake I_trument Networks Resistant Capacity of Rei.forced COllcrete a.d R.B. Matthiesen: USGS Steel Reialorced COllerete Colu.n. Masakazu Ozaki. Yuji Ishiyama : BRI 0I76.F.8 Obsenation of Earthquake Response of 0187.8, B Ground with Horizontal and Vertical Tile Earthquake Ea.ineeriDI PrOlr.. of tlae Seis.o.eter Arrays N.tion.1 Scle.ce Fouad.tioa Satoshi Hayashi. Hajime Tsuchida. Eiichi Kurala : PHRI John B. Scalzi: NSF
0177.8.8 0188.8. A.B Buildinl Stronll-Motion Eartbquake Larle-Sc.le Teslin. PrOlr••s Related to Instrumentatioll Wind ••d Seismic Effects Curreatly U.de.....y Chrislopher Rojahn : USGS ill Japa. Seiichi lnaba : NRCDP 0178.8.8 Claaracaeristin of Underarollud SeislDic 0189.8.8 Motions at Four Sites around Tokyo Bay Earthqu.ke D....es to Eartlt Strltctures Toshio Iwasaki. Susumu Wakabayashi. Fumio Tatsuoka Kenkichi Sawada: PWRI :PWRI 0190.8.8 0179.8. B DyDamic Test 01 a Clrcuh Breaker lor Relationship between Earthquake Damale of Tr.asform" SubstatiOD £xlstl8a Woodea Houses and Seismie Seiichi lnaba. ShigeD Kinoshita: NRCDP .atensltles Eiiehi Kuribayashi. Tadayuki Tazaki. Takayuki Hadare: 0191.8.8 PWRI Co.preheasive Seis.ic Desiln Pro~ilioal for Buildia.s A Status Report 0180.8.8 Charles G. Culver : NBS A Method for Calculalinl Nonli.ar Seismic Response ia Two Dimensions 0192.8. B William B. Joyner: USGS Retronttia. of V.laerability ia Eartlaq...., Dls.ster Miti••tio. Probl,.s 0181.8. B Kaoru Ichihara. Eiichi Kuribayashi. Tadayulci TIlIki : A New Scale RepreseatiDI the "Quake PWRI Sensitivity" at a Certain Relion Tsutomu Terashima. Tetsuo Sanlo: SRI 0193.8,8 Dya••it Respo.se CIa.r.cteristic» or a Model 0182.8. A Arcla D•• Dama.e to the Ch'i1 Enlineerilll Structures Charles D. Norman. Roger D. Crowson. Jimmy P. in Hachijojima Island by Typhoon 1513 Balsara; Weapons Effects Lab ·9· 0195.8. B 0206.9. A Laboralory Investi.ation of Undisturbed Extreme Winds in tbe United States Sampling and Standard Penetration Tests on Thomas D. Poner, Michael J. ChangeI)' : Environmental Fine Sands Data Service. NOAA William F. Marcuson Ill. S.S. Cooper. M.A. Bieganousky : WES 0207.9. A Aerodynamic Stability or a LODI-Span 0196.8.8 Suspension Bridge at Construction Stage Dynamic Soil Properties with Emphasis on Telsuo Kunihiro. Nobuyuki Narita, Koichi Yokoyama: Comparison of Laboratory Ttsls and Field pWRJ Measurements Toshio Iwasaki. Fumio Tatsuoka : PWRI 0208.9.8 Prennl Situation of Eartbquake Predictioa 0197.8. B Rescarcb In Japan Design Earthqll8kes Kazuo Hamada. Hiroshi Takahashi: NRCDP Ellis L. Krinitzsky. Frank K. Chang; WES Hiroshi Sato : GSI AlUra Suwa : MRI 0198.8.8 Relation between Seismic Coefficient and 0209.9. B Ground Acceleration for Gr8Vity Quaywan Tlte Complementary Importance or Eartbquake Satoshi Hayashi. Setsuo Noda. Tatsuo Uwabe : PHRI Prediction aad Struclural RespoDse Estimation in Seismic: DesigD aDd Planning 0199.8. a Decisions Investigation of EUlh'luake Resistance of Robin K. McGuire: USGS Siruciural (Shear) Wall Buildi_ls Carried out al Portland Cemenl Association 0210.9. B Mark Fintel: Portland Cemenl Association Research and Development of Permanent Ocean-Bottom SfismOirapb Observalion 0200.8.Z System orr tbe Pacific Coast of Central A Pbilosophy for Sirudural Integrity of Honshu, Japan Lar.e Panel Buildings Akira Suwa. Norio Yamakawa. TatslIO linuma: MRI Mark Finlel. Donald M. Schultz: Portland Cement Ass 0202.8.B 0212.9. B Outline of Basic Pbilosophy and Praclices of Researcbes of Active Faults in tbe Aseismalic Design for Nudear Fadlitits in Metropolitan Area Japn Hiroshi Salo : aSI MakolO Watabe. Yorihiko Ohsalu : BRI Tosbihiro Kakimi : Geologi~al Survey of Japan. Ministry of Intemational Trade and Industry 0203.8. A Tornado-Borne MiliSiles 0213.9. B James F. Coslello : NRC Characteristics of Vertical ComponeDts of StroDI-Motio. Accelrrolrams 0204.8.8 Tatsuo Uwabe. Selsuo Noda. Eiichi Kurata. Saloshi Str.ctural Damage to BridKes Resulting from Hayashi: PHRI the Guatemala Earthquake James D. Cooper : FHWA 0214.9. B Developments in Stronl-MotloD Data 0205.9. A Manalement On Distribution Models of Pres.o;urr and Wiad A. GI~rald Brady: USGS over Stationary Typhoon Fields Shigemi Fujiwara. Kiyoshi Kurashige : MRJ • 10- 0215.9.0 0226.9. B On a Metbod lor Synlhesizing the A.rtificial A. Proposal lor Eartbquake Resistant Design Eartbquake Waves by Using the Prediction Metbods Error Filter KiYoShi Nakano: BRI Keiic;hi Ohtani. Shigeo Kinoshita: NRCDP MasamtlSU Ohashi : PWRI 0216.9.0 0227.9. B Statistical Analysis 01 Strona-Motion On tbe Object Postulate ror Earthquake Acceleralion Records Resistant Code Masamitsu Ohashi. Toshio IwasalU. Susumu Kiyoshi Nakano. Yuji Ishiyama. Yoshilsugu Aoki : BRI Wakabayashi. Ken-ichi Tobia : PWRI 0228.9. B 0217.9. B The Eartbquake Response or Hysteretic Researell on Desiln Earthquake Struclures Makoto Walabe: ORI W.D. Iwan. N.C. Gates: California Instilute of Technology 0218.9. B Properties 01 Superficial Layer lor Vibration 0229.9. B Yukitake Shioi : BRI Eartbquake Resislant Design or Higb-Rise Toshio Iwasaki: PWRI BUildings in Japan Keiichi Ohtani : NRCDP 0219.9. B Studies on Soil Liquefaclion Relating to tbe 0230.9.Z Earthquake Resistant Desiln of Structurrs Racking Strengtb or Wood-Frame Walls MasamilSu Ohashi. Toshio Iwasaki. Fumio TalSuoka: Roger l. Tuomi: Forest Products Laboratory PWRI 0231. 9. B 0220.9.8 Examination ror an Evaluation Metbod or Earthquake Resistant Design Based on Ground Damage to Existing Wooden Houses Caused Motions at Ba!te-Rock by Earlbquakes Eiichl Kuribayashi. Kazuhilo Kawashima: PWRI Kaoru khmara. Eiichi Kuribayashi. Tadayuki Tazaki. Takayuki Hadale : PWRI 0221.9.0 Basic Earthquake lor Dam Design 0232.9.B Jerry S. Dodd: BUREC Relationship between Modified Mercalll IntensitJ 8Dd Wood Frame Dwelling 0222.9. B Earthquake Insurance Study on Regional Distribution 01 Muimum Karl V. Sleinbrugge : Insuranct" Service Office Eartllquake Motions ia Japan S.T. Aigennissen : USGS Masakazu Ozaki. Yoshikazu Kitagawa. Sadaiku HallOO : 8Rl 0233.9. B Warrants lor Retrofitting Highway Bridges 0223.9.B Anatole Longinow. Ernest BergmaM : lIT Research Treatments on Seismic Force in Designing InstilUle Earth Siructures James D. Cooper: FHWA Kenkichi Sawada: PWRI 0234.9.8 0224.9.B Criterion 011 Ihe Evaluation or SeislDic Sarety Stadies 011 Ihe Asei~i(' Properties 01 or Exislinll Reinrorced Conente Buildings Uade'llround Pipes Kiyoshi Nakano. Masaya Hirosawa. Shin Okamoto: Keiichi Ohtani. Nobuyuki Ogawa. Chikahiro M.'IOWa : SRI NRCDP 0235.9. A 0225.9.8 Transrerring Wind Tecb.ology to Developing Obsenatioa 01 Dyna.ic Behayior 01 Kinuura Counlries Submerged Tallnel during Earthquakes Noel J. Raufaste. Jr. : NBS Shigeo Nakayama. Osamu Kiyomiya. Hajime Tsuehida : PHRI 0236.10. A On tbe Dislribution or Et.lreme Winds Expected in Japa." Tadayoshi Ohkubo. Nohuyuki Narita : PWRI • 11 • 0237.10. A 0247.10. B Be.ltdary Layer Winds The bu-Obshim. Klnkal Earthquakr or Duane A. Haugen: Wave Propagalion LatKnlory. JaBuary 14, 1978 NOAA Minoru Tajima. Hiroshi Salo ; aSI Michio Ohtsuka. Ken Sudo. Katsuhito Ishibashi; BRI 0238.10. A 0. tbe D••a.e to Buildiols iD Oki·Erabu 0248.10. B blead Caused by Typboon No.7709 of E.plrical and Analytical Metbods or Septe.ber 9. 1977 Estl.atlnl Soil Liqueraclloo Risk Tatsuo Muroca. Yuji Ishiyama : BRI Robin K. MeGuire : USGS Shigemi Fujiwara, Minoru Okuda. Kiyoshi Tsukada : Fumio Talsuoka ; University of Tokyo MRI Toshio Iwasaki. Ken-ichi Tokida : PWRI 0239.10. A 0249.10. B Recent Develop.ents in Atmospheric Remote A Pnctical Procedure (or Assessing Seulnl aDd their IlIIplkation for Wind Earthquake-Induced Liquefaction or Saady ED.interio. Deposits William H. Hooke: Wave Propagation Laboralory. Masarnitsu Ohashi. Toshio Iwasaki. Fumio Talsuoka. NOAA Ken-lehi Tokida : PWRI 0240.10. A 0250.10. A Exlre.e Wiod Data Base Development at the Wiad Resistant DesigD or Cable-Stayed National Climatic CfDter Bridlts iD Japan Michael J. Changery : National Climalic Cenler. NOAA Tadayoshi Ohlcubo. Nobuyuki Narila. Masalaka Katsuragi : PWRI 0241.10. B Stronl-Molion Record Inrormation Retrieval 0251. 10. A System Atrodyaamic Stability or Proposed Obio A.M. Converse. R.B. Mallhiesen : USGS RI"" Cable-Stayed Bridge Loyd R. Cayes : FHWA 0242.10. B Intelr.tion or Strona-Motion Accelnolra.s 0252.10. A Susumu lai. Eiichi Kurala. Hajime Tsuchida. Satoshi Some Aerodynamic Consideratioas ia Ibe Hayashi: PHRI DesigD or Ihe Ruck-A-Cbucky Brid.e Robert H. Scanlan: Princeton University 0243.10. B Some Recent Developmeats In Natio..1 aDd 0253.10. A l.terDalio.al Selsmie Dala ElCbaole A Sum.ary of Wiad·TUDael Tesl Results for Activities tbe LuliDI, Louisiana. Cable-Stayed Bridge James F. Lander: World Data Cenler A for Solid Earth Harold R. Bosch: FHWA Geophysics. NOAA 02.54.10. A 0244.10. B A Technique ror MeasurinK Fluetuatiall WiDd. Report 00 tbe lalemalioaal Worksbop oa Loads OD a Tall-BuildiaK Model Irrespective Stronl-Molioa Eartbquake Instrumeal Arrays 01 Model Motion May Z-5. 1978, at Hawaii Timothy A. Reinhold : NBS Tadayoshi Ohkubo ; PWRI Hajime Tsuchida : PHRI 0255.10. A A StUdy or BuildiDI Damallf Ca.sed by WIDd 0245.10. B James R. McDonald. Patrick A. Lea : Texas Tech SI.y OR Expeetaocy or Maximum Earlbquake University Motions io Japan MakOlo Watabe. Yoshikazu Kitagawa: BRI 0256.10, B ReceDI Earthqu.ke Reslstanl DesiiD Methods 0246.10. B for Ditrereat Tnes or FoaadatioDs In Japan Delendnalion of Desi.D Earthquake for lhe Yukitake Shioi. Toshio FUl\IYa. Michio Okahara. Yasuo Dy•••ie A..alysis or the Fort Peck Da... Mitsuie : PWRI William F. Marcusoo Ill. Ellis L. Krinilzsky : Soils and Pavements LaboralOry. WE.S - 12- 02.57.10. B 0267.10. B Rece.t Developme.t. I. Seismic Deslln PreHat Status .ad Problems Qn Code. Co.ate,.e••ru to Earthquake Disasters witb Roland L. Sharpe : Applied Technmogy Council Emphasis on Disaster-Resistivities of Cities aDd their Lifellaes 0258.10. B Kazuto Nakuawa. Euchi KW'ibayashi : PWRI Leakal A..lyili. or Sels.lc DesilD Provisions 0268.1O.B J..es Robert Hams : NBS Tille InnlU.ation on 'be Rescue .ad RellabllitaUon or '''e b.·Ohsbi.a Kinkai 02.59.10. B Eartbq.a"e of I". HI'''''llits of CaUror." ~"ool and Hospital Eilchi Kuribayashi. Tadayuki Tazaki. Tabyuki Hadace; a.Udla. Relul.tions PWRJ John F. Meehan : Office of the Stale ArchileCt. State of califCl1lia 0269. to. B Natlo.al Stience Fou.dation Activity in 0'260.10. B Eartlaqu.ke Hazard Mitigation S••••ry or Resear-cll Projects Carried out I. Charies C. Thiel. William A. Anderson. Michael P. Ule L....e Size Structures Testinl Ubor.tory Gaus. William Hakala. Frederick Krimgold. Shih Chi d.rl.. U.e Last Eleve. Ye.rs : From 1967 to Liu. lohn B. Scalzi: NSF 1971 Masaya Hirosawa. Yuji Ishiyama. Telsuro Goto : BRI 0270.10. B Rapid Seismic A.alysls Procedures for 0261.10. B aundinlS Dya••ie Behavion or Rectangul.r Water Tingley K. Lew. StaRley K. Takahashi. C.V. Chelapati : Taak, Asse.bled witll Pa.els NCEL Keiicbi Ohtani. Cbibhiro Minowa : NRCDP 0271.10. Z 0262.10.B Report or tbe US·Soutbeast Asia Symposium laelastic Bell.vlor or Noa·Bearlag Wan in a. on EnliDHrlnl for Natural Baurds Protection ll·Storled Steel·Relaforced CODcrete Fra.e A. H-S. Ang : University of Illinois at Urbana .Itd Altls.aUc Safety of Exlern.1 brr.ce Champaign Flal.lles aad Coatla.s Makoto Watabe. Tosb.iyub Kubota. Akio Baba. 0272, 10. C TOIIhibumi Fukula. Hiroshi Ito : BRI Storm Sur,e Celso S. Barricnlo5 : National Wealher Service. NOAA 0263.10. B Seis.ie [.al.arion or Exlsti_1 Multistory 0273.10. C Reside.tl.1 Bulldin.s Oper.tlon or Tsunami Warninl Syste. in the G. Roben Fuller: HUD Pacific Mark G. Spaeth: NationaJ Weaaher Service. NOAA 0264.10. B Da•••e Features or Ealiaeerial Structures 0274.11. B due to lite Near bu·O.....I.. Earthqu.ke or New Initiatives In Earthquake Haurds J••••ry 14, 197' Miliaalion lCazulo Nllkazawa. Toshio Iwasaki. Kazubiko Kawashima Charles C. Thiel : Earthquake Hazards Reduction :PWRI Coordinabon Oroop. OffICe of Science and Technology MakOkJ Warabe. Hiroyuki Y.manouchi. Yutab Policy. Executive Olfi" of !he President YIIIIIZak.i : BRI 027S. II, B 0265.10. B Eartllquake Hazard Reductio. Research .t Ibt Re,alr a.d Retront or Bulldill.s National Bureau of S..adards James K. Wighl. Robert D. Hanson: Universily of Ed..V. Leyelldeckcr. James Robert HarTis. Richard N. Michipn Wright. Edwani O. PfJana :Center for Building Tcchnotosy. NBS 0266.10. B A. Eval"lioa St.dy DB tile Distrib.tio. 0276.11. B CIa.racteriities 01 Property LotHi C.used It, O••lIe V.S• • Japa. Cooperative PrOlr... on Historkal Eart"q••"" urae Stale TntA•• Eiic:hi K__yashi. Tadayuki TlZIki : PWRI Tadayoshi Ohkubo : PWlU ·13- 00.77. J1. A 0287.11. B Model/lDR 0' 1978 Tokyo TorDldo for Sels..i~ Response of Precast CODcrete Walls Onrtuni-R of Toui Subway Tnin lames M. Becker. Carlos Llorenle. Peler Mueller: Eiji Uchida. Shigemi Fujiwara: MRI Massachusetts Instllule ofTechnology Ryozo Tatehira : Japan Meteorological Agency JchilO Tatle. Kazuyuki OhlSuka: Tedo Rlpid Transil 0288. II. B Authority Seismic Response AD.lylis of the Itajlm. Brielle witb Vse or StrOBl MotioD 0278.11. A Ac~eleration Records Extreme Wind Speeds at 119 StatiODS ID tbe Masamitsu Ohashi. Toshio Iwasaki. Kazuhiko CODUluOUS Vaited States Kawashima: PWRl Michael J. Changery : National Climatic Center. NOAA Emil Simiu. James J. Filliber. : NBS 0289.11. B Field 'Dd Laboratory DelermiD.tioD of Soil 0279. JJ. A Moduli So.e ADalysis OD StronK Winds Observed by William F. Marcuson III. Joseph R. Curro. lr. : WES Very Tall Towers Keikichi Naito. Isao Tabata. Noboru Sanno. KalSumi 0290. 11. B Takahashi:MRI AD Experi"eD'al StUdy OD Liquefaction of S.ady Soils oa I Colaesl,,&! Soil Layer 0280. 11. B Tatsuo Asama. Yukitake Shioi : PWRI A Proposal 0' Ihe New Parameler 'or Assessing SeisDli~ Dislsler 0291. 11. B MJchio OhlSub : SRI Stress·StralD Behavior or Dry Sand and Nor.ally Coasolidated Cl.y by hUer. 0281. II. B L.boratory CooperlUve Cyclic Sht.r Tesls Simulation 0' Eartbquake Ground Motion aDd Hiroshi Oh-oka. Kohjiro Ito. Yoshihiro Sugimura. its Applicalion to Dynamic RespoDse Masaya Hirosawa : BRI Analysis Tetsuo Kubo. Makoto Watabe : BRI 0292. II. A Wiad .ad Stru~ture Motion Siudy for Pasco 0282. JJ. B Kenaewi~k Brld,e CODl,arison 0' Venital CompoDeDts 0' M.C.C. Bampton : BaneUe Pacific Northwest StroDII·MotioD A~telerOlrlms for Weslen I..aboratOOes VDlted Stales and Japan Harold R. Bosch. David H. Cheng: FHWA Tatsuo Uwabe : PHRI 0293. JJ. A OU" ] I. B Cllulatlon 0' the Gust RespoDses or Lonl' Eartltqulke Observatioa Syslem iD aDd .rouad Sp•• Bridles Structure In Japan Nobuyuki Narita. Hiroshi Salo: PWRI Kiyoshi Nakano. Yoshikazu Kitagawa: BRI 0294, IJ. B 0284. Ii. B Dr.n Seis..ic DesilD Guidelines for HiRhway. SIDlle·Story Residealill Masonry Bridles Coaslru~lioa iD Unl'orm BuildlnR Code James D. Cooper. Charles F. Scherrey : FHWA Seismic I.OBe 1 Roland L. Sharpe. RooaJd L. Mayes: Applied G. Robel1 Fuller: HUD Technology Council 0285.11. B 0295. 11. B T"e PerformaDce of Lapped Spli~es i. An.lysis aad DesilD of Cracked ReiDforced ReiD'orced CODcrete .ader Hi....Level C('Dcrete Nudear CODtaiDmeDt Shells 'or Repeated Loadia. EIIrthqu.lLes Peler Gergely. Richard N. While: Cornell University Peler Gerllely. Richard N. While: ComeJl Universily Fernando Fagundo : UniveBity of Puerto Rico 0296. II. B 0286.11.8 CODIpari5Oll of Measured aDd Computed Dy....le Behniors 0' Reinforced Coa~rete ResPODM 01 Yud. DI. d.rlD. the July 6, Frame Str.~t.res It76 ••41 Juae 11, 197. Eartllqllakes Keiichi Ohtani. Chikahilt' Minowa : NRCDP Ryuichi lida. Norihisa Matsumolo. S8IOI'U Kondo : PWRI - 14 - ~97. II. B 0307. II, B Report on th 1978 Miya.i-Ken-Oki FUBclional Dama.e and Rebabilltation or Eartbquak~ Lifelines in the Miyagi.Ken.Oki Earthquake Makoto Watabe. Yutaka Matsushima. Yuji Ishiyarna. 0' 1978 TelSuo Kubo. YUJI Ohashi: BRI Kazuto Nakazawa. Eiichi Kuribayashi. Tadayuki Tv.aki. Takayuki Hadate. Ryoji Hagiwara : PWRI 0298. II. B Disastrous Ground Failure in a Residential 0308.11. B Area 0' Lar.e·Sule Cul·and·FiII in Ihe Social Aspects of Earthquake Miti.ation aDd Sendal Region Caused by Earthquake or 1978 Plannlnl in the United Stales Hitoshi Haruyarna. MOIOO Kobayashi: GSI William A. Anderson : NSF 0299. 11. B 0309. II. C Damage Fealures 01 Civil EBgineerlnl Orientation of Tsunami's Researches in Japan Structures due to the Miya.i.Ken·Oki Hiroshi Takahashi. Yukio Fujinawa : l'ol"RCDP Eartbquak~ 01 1978 Tadayoshi Ohkubo. Masarnitsu Ohashi. Toshio Iwasaki. 0310. II. C Kazuhiko Kawashima. Ken-ichi Tolida : PWRI Wa", Setup Caused by Typboon 7010 Hiroshi Hashimoto. Takaaki Vda: PWRI 0300. II. B Damages to River Dykes Caused by tile 0311. II, C Miyagi·Ken-Oki Earthquake 0' June, 1978 Specificalion and Prediction or Surrace Wind Kazuya Yamamura. Yasushi Sasaki. Yasuyuki Koga. Fordn. lor Ocean Current and Storm Surl' Eiichi Taniguchi: PWRI Models CelIO S. Barrientos. KID1 W. Hess: Techniques 0301. II. B Development Laboratory. Systems Developmenl Office. Damage 10 Pori Structures by Ihe 1978 National Weather Service. NOAA Miyagi-Ken-Oki Earlhquake Hajime Tsuchida. Setsuo Noda : PHRI 0312.I\,C A Dynamical Model to Predici Storm Surges 0302. II. B and OnrlaBd Flooding in Bays and Estuaries Wood Diapbragms in Masonry BuildinlS Chester P. Jelcsnianski, Celso S. Barrientos. Jye Chen: Mihran S. Agbabian ; Agbabian Associates Techniques Developmem Laboratory. Systems Development OffICe. National Weather Service. NOAA 0303. II, B Mitigation or Seismic Hazards in Existing 0313. II. C Unrein'oreed Masonry Buildinls Topics on Tsunami Protection along tbe Port Mihran S. Agbabian : Agbabian Associates Areas ill Japan Yoshimi Guda : PHRI 0304, II. B Developmenl or a Universal Faslener for 0314. 11. B Wooden Buildinl Roof Frames Seismic Risk Maps In tbe Southeast Asian Tatsuo Mwota. Yuji Ishlyarna : BRI Countries (Maximum Acceleration and Maximum Particle Velocily) 0305. II. B • Pbillppines. Indonesia and Indo-Cbina • Tile NASA/MSFC Experimnlal FadIilies at Sadaiku Hattori: BRI HuntS\'iIIe, Alabama John B. Scalzi : NSF 0315. II. B George F. McDonough. Jr.. Nicholas C. Costes . CaUfornla Scllool and Hospital Ceilings NlIlional Aeronautics and Space Administration John F. Mc:c:han : OffICe of the Stale Archilcct. Stale of California 0306. II. B Earthquake Halards Reduction Research 0316.12. B S.pported In 1978 De.se Illstrument Array Program or tbe Cha'lcs C. Thiel. William A. Anderson. Michael P. P.bllc Works ReMarcb Institute ror Gaus. WiUiarn Hakala. Frederick Krimgold. Shih Chi Obsuvilll Stron. Earlhqaake.Motion Liu. John B. Scalzi: NSF Yoshijiro Sakagami. Tadayoshi Ohkubo. Toshio Iwasaki. Kazuhiko Kawashima: PWRI - IS - 0317. 12. B 0328.12,B Tile Imperial Valley Earthquake. October U. Bucklin. ADalysis of Buried Pipelines under 1919. Dilltl&atioa aDd Proccsslnl or Seismic Loads A~celerolraph Re~ords C.c. Chen. Teoman Ariman. L.H.N. Lee ; UniverSity of A. OeJa1d Brady. Virgilio Perez. P.N. Mort : N~;; Notre Dame 0318.12. B 0329.12. B Preliminary Summary of the U.S. Geolollcal SII.kIDI Table Tests of Eartb RetainiDI Survey Stron.-Molion Records from Ibe Siruriurts OD Improved GrouDd October IS. 1979 Imperial Valley Eartllquake Setsuo Noda • Sosuke Kitazawa. Hajime Tsuchida : Ronald L. Porcella. R.B. Matthiesen: USGS PHRI 0319.12. B 0330. 12.B Tllree-Dimeaslonll Syntbelic A~celerOlrams Full-Sule Experimental Stud} on Aseismic for DesilD Earthquake GrouDd Property or Medium-Rise Reinforced CODcrete Makoto Watabe : SRI Wan Structure Masaya Hirosawa, TelSuro GOIO. Manabu YoshimUJa. 0320,12. B Hisahiro Hiraishi : BRI Study on Dynam'c Grouad Cbaracterlsti~s In Seadai District 0331. 12. B Makoto Watabe. Yoshikazu Kitagawa: BRJ Soil By•••ics - Stale of Ihe Art- 1980 William F. Marcuson III. Arley Gus Franklin, P.F. 0321.12. A HadaIa; GeoIcchnicai Laboralory. WES Burrklne Wind Speeds In U., United Stales Martin E. Balls. Emil Simiu : Center for Building 0332.12. B Technology. NBS Dynamic Analysis for Sheel Pile Foundation Larry R. RusseU : Larry RuseU & Assoc.. lnc. TalSuo Asama. Yukitake Shioi. Michio Okalwa. Yasuo Mitsuie : PWRI 0322.12. A A Statistical Result or Mulmum Surface 0333.12.B Winds Surrounding Typhoons Dynamic Bebavior or Multi-Column Shigemi Fujiwara: MRI Foundatio. with IDdiud Piles durinl I. Subbaramayya: Andhra University. India Earthquake T/llSUO Asama. Yukitake Shioi. Yasuo MilSuie : PWRI 0323.12. A Surrace Winds rrom Hurrklnt Frederk 0334.12. B (Seplember U and 13. 1971) In EDlineering Analysis 01 Liquefaction Potential of Sands Viewpoint on Level Grou.d duriDI Earthquakes Usinl Timothy A. Reinhold: NBS Cyclic Strain Controlled Tests Felill Y. Yalel. Riley M. Chung: NBS 0324,12. A Ricardo Dobry : Renssea1aer Polytechnic Institute Hurricanes David Ind Frtduic 1979 Richard S. Ladd : Woodward-Oyde Consultants Celso S. Barrientos: Techniques Development Laboratory. Systems Development Office. National 0335.12. B Weather Service. NOAA Participation Factor of Horizontal Force Applied 10 PiIt Foundalion 0325.12. B Yoshihiro SugimUJa. MakOlO Watabe : BRI Seismic Response of FloaliDI Orrsllore Siruciures 0336.12. C Hajime Tsuchida. Susumu lai. SelSUO Noda : PHRI Ope,.llo.al Models lor Forecasting Storm Surles I. NOAA 0326.12. B Celso S. Barrientos: Techniques Developmenl Crlliral Excitations or Siruciurts Laboratory. SySiems Development Office. National RF. Drenick. F. Novomestky : Polytechnic Institute of Weather Service. NOAA New York G. Bagchi : NRC 0337.12. C Storm Surle PreveDlloD around .lIe Ri"er 0327.12. B Mouth la Japan Dy.amic TesUII. 01 a Tllree.Story Reinforced Hiroshi HashimOlo : PWRI Coacrele Strucl.re Keiichi Ohtani : NRCDP ·16· 0338.12. B 0348.12. A New Stnctural Desl.. b'orce.e.t 'or Cak.latloll 01 tlte G••t R..po_ 0' Loa.· lulldi.. Str.etures Spaa Iridles (II) Kiyoshi Nakano, Makoco WIIIbe. Yuji Ishiyama : BRI Nobuyuki N.-ila. Hiroshi Sato : PWRI 0339.12. B 0349.12. A I.pact or Ora" HI.II...y .rWle Se••lc Active Tarlllaince Geaer.tor for Aerody•••ic Desl.. GuldeUaes Tnts 01 Iridle Settloa Models James D. Cooper: FHWA B. Bienkiewicz. J.E. Cermak. J.A. Paerb : Coiondo Ronald L. Mayes. Roland L. Sharpe : Applied SlJIle University Technology Council 03~.13. B 0340.12. B Dease lutr••eat Arr., PrOira. 0' tile New Spedneatloa. 'or Eartllqualte·Resistaat Pubk Woru R....rd. I.tlt.t. aad Des.. of Jap..ese Hi,""'ay Irid.e. Preliai..ry Aaal,. 0' Soae Record. Eiichi Kuribayashi. Toshio IwlSlW. Osamu Ueda ; Tldayoshi Ohtubo. Toshio Iwasaki. lUzuhiko PWRI KawMhima : PWRJ 0341, 12. B 0351.13. B Sialle-Story Re.id••Ual Muoar, Peall Horlaoatal Acceler.tIoa lad Velodt, Coa.truelloa ia Vallor. l.ildID. Code lrea Stroa.-Motl. Record. Selsmie: ZODt William B. Joyner. David M. Boore. Ronald L. Porcella - Teatative Reeo••eaclatloa • : USGS RJ. Morony : HUD 0352.13.B 0342. 12. B Dease 1.lIra••t Array. 0' til. Pert aad Eart...... ke Disaster Preparedaeu JlroIra. 'or H.rbour ReMa«1II lutlt.te 'or ablenla, tile LI.a. Per. Metropolitaa Are. Stroal Eartllq••ke.Motio. Masamitsu Ohashi: PWRI Serauo NocIa. Eiichi Kurata. ~ime Tsuchida : PHRI MatOlo Warabe. Yoshio Kumapi; BRI Yoshihisa Hashino: GS) 03.53.13.B C.rrea' StroD, Modoa AceelerOl". 0343.12. B Proceut.. ; ••,.rIIl Villey. 1979 F.ada••atal Factors la o,tl.llia. A. 0t:nId Brady : USGS Eartllqu.ke Disaster Mitiptioa la.est.e.tl Yoshijim Sakapmi. Eiichi Kuribayashi. Dumu Ueda. 0354.13. B Tadayuki Tazaki : PWRI St,... Mot.. Eartlllquke O••,.ltioa by Velocity Type Sei••o.eter 0344.12. B Keiichi ()bgni ; NRCDP Wood SlIIeatlled DI.plllr.... as Later.1 FeRe Resi.tia. Ele••als 035.5.13. B E.Zacher : Sta••llt, of Spectra 01 Mkrotre.ors ud Mlcrozo••,loa 034S. 12. B Sadliku HIIIcri : BRI A Proposed Metllod 'or tile E.al••tIoII 01 ANlsale: Perlor.aace 01 Exlslla. TlaMr 0356.13. B Dw.IIi••• Stlldln oa Llquelactloa or S.ad. ".rla, Tatsuo Murota. Hisashi Okada : BRI Eart...... " TOIhio IWISIki. Ken-ichi Totida. Toshio Kimara: 0346.12.B PWRI A. E.aluatioa Metlllod oa Aseis.klty of Eart" Strudures (Road Ea"ak...t) 0357.13.B Tarsuya Fujii. Yasushi Sasaki : MiniSll'y 0( U.d....rbed s••pna. 01 ColII..io.le.. Soils COIlSIJUCtion William F. MImIIon m. Arley Gus FrInkIin : WES 0347.12, A 03.58.13. B Wlad·l_duCN Vibr.tioll of Trail M_lten 01 S...... T••" Tnts • lite C..ater.e...re tile Co.aodore Irr.y Irldae to Llquel.tloa ., Gravel Dr.iu Ger.-cl F. Fox : Howard Neodles Tammen and 8erFldD« Y'"s-ti. EiidU TIRiIUCIli : PWRI ·)7 - 0359.13. B 0370.13. B Stis.ic Sbear Transfer in Reinforced NBS Tri-Directlo..' Test Fadllty COllude Kyle A. Woodward: N..... Enpneering Laboratory. Richard N. White: Cornell University NBS O3fJO. 13. B 0371.13. B Earthq..ke Obsen'atlon 01 Improved GrOUlld Aa EcOlH*etrlc Model of Loa. Te... Elrects Made of Hard Treated Soil alld Its SurrouDdiD. or Eartllquake Lenes Soft Ground Eiichi Kuribeyashi. Osamu lIeda. Tadayuki Tazaki : Tatamasa Inatomi. Setsoo Noda : PHRI PWRI 0361, 13. B 0372.13. B "vesdlatloll of the Imperial COUDty Services T"e V.lted States NaY'" Eartllquake Hazard Bulldilli. EL Centro Red.ttioa Protra. Lawrence G. Selna : University of California Stanley K. Tlbhuhi. C.V. Chelapali: NCEL 0362. 13. B 0373.13. B Behavior of TraditioDal Japaaese Woodell O. .1Ie Place Predktlon of Ground Failure Frames UDder Repeated Horizontal Load C..sed b, Eartltq.ake Tatsoo Murata. Hisashi Obdl. Masaroshi Salo. Kanji Motoo Kobayuhi : OSI Saito: BRJ Takanori Arima ; Shizuob University 0374.13. B Plaa lor Assessia. Teatative Seismic 0363.13. B Provlalo.. by Mea.. of Trial Desllns seismic Analysis of • Cyclopeall Couret, James Robert Harris : NBS Quaywall C.v. Chelapali : California State University 0375.13. C Stanley K. Takahashi: NCEL Hil" Tide aad WI.d Waves Gea.rated by Typ"ooa 7920 0364.13. B Yosltinobu Tsuji. Hiroshi Takahashi: NRCDP HorizoDtal Load Test of Multi-ColumD FouDdalion 0376.13. C Yukitake Shioi. Yasoo Mitsuie •Jim Fukui. Keiji SLOSH : A Hurrieaa. Sao... Sur. Model for Chino: PWRI .ay aad Ella" t1Iester P. JeJesniansti : Techniques Development 0365.13.8 Laboratory. Systems Development Offace. National Ellperimell'al IBVestllations and Research Wadler Savice.NOAA Nuds in Seismic Bebavlor of Buried CelIO S. Bmientos : Center for Environmental Pipelines AssessrnaIt Services. Environmental DaIa and Teoman Ariman. Masanori Hamada : University ofTulsa Inforrnation Service. NOAA 0366.13. B 0377.13.C CurreDt Researches and Research Needs iD S.ora S....e DeleKe WorlLl It .lIe Ollta River Lifeline Eartbquake EDlineeriDI Mo.... Leon Ru-Liang Wang: University ofOOahoma HiroIhi HuhimolO : PWRI 0367.13. B 0378.13. It. VlbratioD Tests of Bridle Models VsID, a S''''I WI.. Ott.ned by A 200-. Tsukubl Larae Shaklnl Table Meteorolollcal Ob"rvatloa Tower Eiichi Kuribayashi. Osamu Ueda. Ryoji Hagiwara : Keikiclti Naito. Noboru Banno. TatsllO Hanafusa. PWRI Totunosukc fujitani. YOIhihiro Yamashita: MRI 0368.13. B 0319.13. A Evaluation of VareiDforced Masonry BulldiD, ARIMA .eprne.tatiolt 01 T.rb.leace Spectra Components by Seismic Shnulalloa Tests ••d Loalit...I••1 '.'earal scale, Mihran S. Agbabian: Agbabian Associates D.A. Reed : NBS ROOert H. Scanlan: PrinceIoft University 0369.13. B ObsenM Behavior and Aaalysis of Rocknll Da.. dUIlnl Ear'hquake Norihisa Matsumoto. Satoru Kondo : PWRI - 18- 0380.13. A 0390.13. a Wiad Respo... Observati_ a' T.uhba U.iled States-ClliDa Cooperative Researcb OD Meteorolotlcal OMnatlo. Tower Earlltquake EDllDeeriDI Tatsuo MUI'OIa. Hiluhi Okada : BRJ Shih Chi Liu : NSF 0381, 13. A 0391.13. B Full-Sca'e Mea••re.e.t. 0' Wi.d Velocltla Tecla.leal Cooper.tloa 'or t"e EI ASDam a.d DyDaDdc Rnpoue 01 • Tall Tower Eartllquake 0' Oc.ober IOtIl, 1910 aDd Field Arthur N.L. Chiu : University of Hawaii Survey OD .lIe Soutlle,. 1..ly Eartllquake 0' SlInley K. Takahashi: NCEL Nove.ber 23rd, 1910 Kiyoshi Nakano : BRI 0382.13. A Eiichi Kuribayashi : PWRI Properties 01 Owe",ater WIDd ..d tlae ADalyu. 01 Mod..s 0' Lara' SiNd Flo8ti•• 0392.13. D Orr.llore Structure. PrOlress Report OD U.S.-JapaD Larle-Scale Shigcru Ueda. Osamu Kiyomiyl, SaIoru Shiraishi. AItIs.1e ExperimeDIs 'or BuildlDI Structures Hajimc Tsuchida : PHRI (No.1 Dutlille 0' Resurd. Program) Katsuro Kamimura. Makoto Watabe. Osamu Sakaguchi. 0383.13. A MIllaya Hirosawa : BRI Uasteady Aerody.a.ie Forces 'or a Supe••d S'ncture witla Stirreaia. Tralltl 0393.13. D Tadayoshi Ohltubo. Nobuyuki Narila. Kunio Yamamoto. PrOlress Repor' on U.S.-Japan Larle-Scale Hiroshi Sala : PWRI Aselslaie: Experlmeat5 'or BuildlDI Structures (No.2 Subasse.blale Tests 0' Fall-Scale 0384.13. B S.nclure) lacreased Seismic Resistaate 01 Hi.....y Shinsukc Nakata. Hisahiro Hiraishi. Tctsuro GOIO. Brld.e. Uua. I.proted Bearia. Desila Manabu Yoshimura: BRI Coucep.s Roy A.. Imbsen : Engincerina Computer Corponlion 0394.13. D Protress Report OD U.S.-Jap•• Larle.Sule 038S. 13. A.a Asel..lr Experimeals 'or BuildiD, Sirudures Load aad RlSls"ace Fac.or Desia. (LIFD) (No.3 FeaslbUity 0' Pseudo-Dy.amlc TesliDI WI.d a.d Sell.k Dnl•• S,ste.) Clarkson W. Pinkham : S.B. Barnes IIM1 AsIotilles. MUOIO Watabe. Shin Okamoto. Takashi Kaminosono. Consulting SttuctW'll Enlineers Hiroyuki Yamanoochi. Hisahiro Hiraishi : BRI 0386.13. B 039S. 13. D Studies OIl Rel.'oree.e.' 0' Brld.e Sea.. Proaress Report 011 U.S.-Japall Larle-Seale ..aiast Eartlaqukes Alels.ie ExperimeDIs 'or BuildiDg S'ndure• Yultitake Shioi. Yasuo Mitsuie •Tibo Shimizu: PWRI (No... Correlatlo. Study bet"eea S.aldDI Table Tea.. aad PHudo-DYDamlc Tests by 0387.13. A Reduced Scale R.C. Models) Structural Desl.. Rec...eDd.tlOlls 'or MakoIo Watabe. Yoshikazu Kitagawa. Toshiyuki Reside••ial Bulldi••s la C.....IH". .lIk Kubota. Tctsuo Kubo. Manabu Yoshimura, Taktihi Areal Kaminosono : BRI G. Robert Fuller. Davis E. While: BUD 0396.13. D 0388.13. B Proarea Report .. U.S.-Japall La,.e Scale Develop.eat. I. U.S. Sell.ic Sta.dar. A._ie Experi.ealS 'or Bulldin. Structures - A S..... Report - (No.5 Auocl.ted Experimellls, Studies aDd Eels" V. Leyendecker: Center for Building TechnoloaY. hrtldpaaloD by U.S. Members) NBS Robert D. Hanson. James K. Wighl : Uni"ersily of Michigan 0389.13. B Repor' OD tlte TecIt.IeII Coopentloll 'or tile 0397.14. A. Eartltquake Dlulter PrevntlOll • tilt U •• Errects 01 Solidity 01 Truue. 011 UD.'eady Metropoli... Are. Aerodya••ic Forces or Stiffealal Tr.ssed Mlkoto Wltabe. Ichiro T...... i. Y....YIINIZIIIti : Girden BRI Tadayoshi Ohkubo. Nobuyuki NarillL Kunio Yamamoto. TlUyuki TIZIki : PWRI Hiroshi SIlO : PWRI - 19- 0398.14. A 0408.14. B PJeId S.udln OIl .It. PIKo-Ke••ewkk C.II. Dy•••lc A.a1,sls of Eaba.kID••t SeetioDl, Slayed Brld•• Rtcll.rd •• au...11 D•• M.C.C. Bamplon : Battelle P1cirlC NcJnhwcSl Arley Gus Franklin. MIry Ellen Hynes-Griffm : WES l.aboraIories 0409.14, B 0399.14. A Pipe StrUMS duria. Ea q••kes Based OD • WIN Load 011 So"r W.ter H••ten Two-Dlme.slo.al Sels e'er Arr.y Hisashi Obda. Tatsuo Munxa : BRI Ob.,rvaUoD Hajime Tsuchida. Ken-ichiro Minami. Osamu Kiyomiya. 0400.14. B Setsuo Nodi : PHRI Es.I••UoD or RespoDse-Spectrai V.lu,. a. FUDelioD. or M.lal.ud.. Dislaac., ••d Sit. 0410, ]4. B Co.dliloa. BuckU.. all4l au,.ure F.ilure I. PipeliDes due William B. Joyner. David M. Boore : USGS '0 L.ra' Grou.d Defor••,loal Teoman Ariman : University of Tulsa 0401.14. B Recoaslder.'Io. or '"e I.,u. WIVII for 0411. ]4. B Dy•••le A••lysls Ellperl••a..1 St.dles OD Sels.1e Bellavlor or Keiichi OIIrani : NRCDP StrllCtunl M••ben Usl.. • Dy•••ie Struc.ural Tntla. F.eUlt, .t PWRI 0402.14. B Eiichi Kurib8ylShi. Toshio Iwasaki. Ryoji Jlagiwara : Sola. Ne. Processl.. T.d'Diqun for .11. PWRI l.perl.1 V.II.y I'" Ah.nltocu Tlltayuki HadaIc : Nalional Land Agency A. Gerald Brady: USGS 04]2.14. B 0403.14. B Report or .lIe Uraka.a-okl Eartlaq••k. of De.. I.s'r••••' Array Obstrv••Io. by .lIt Mardi 21, 1912 hblk Works Rneartll I.....u', ••d A.alyHl Tomomitsu Va.. Toshio Iwualci. YlSusbi Sasaki. of So.. Records Hideya Asanuma. TacoNakajima: PWRI TIdayoshi Ohkubo. Tadlsbi Anbwa. Kazuhiko Kawashima: PWRI 0413.14, B LlHar y.n.1 Noalilltar Beuvlor or Cable 0404. ]4. B Stayed .rld..s Grav.1 Dral a C.....r....." 10 John F. Fleming: University of Plttsbur,h Uq.flldlml of Gr.Dd Yallllli Sasaki. Eiic:hi Taniluchi : PWRI 0414. ]4. B Be""lor of COIlere'e-FIlIed S.eel Tubes 040S. ]4. B Nobuyuki Nania. Shoichi Saeki. Michio Kanai : PWRI " ..... C...... a.d Ellceu Pore Wa.er PrOlU" aulldup u a r ••etloD of Dearee of O4IS. 14. B Sa'ura.1oD or SaDds durl.. atSOllll.' Colu•• MkrocOlDp••er ror Eartllquake S.udles Tes.I•• Slanley K. Takahashi: NCEL Riley M. Ch1lll8. Felix Y. Yokel. Erik D. AndcrSOIl : Joseph V. Tyrrell: NAVFAC Center for BuiJdin. Tec:hno1oJy. NBS 0416.14. B 0406.14. B Vibratory CODe PeHtro.e'er '0 Asstss ."e Estl.a.ioII Procedures or LiqueflldloD LIq.efactloa Poteatlal of tile Gro.ad Po.ntlal alld I.. App'ka,iOIl 10 Eartllq••ke Yasushi SIIIIci. YlSuyuki Koga : PWIU aeabu.. Desl•• TosIIio IwlSaki. TadlIshi AtaUw•. K.en·idIi Totida. 0417.14, B Toshio JGmlll : PWR] Direct Ev.lnUoD Me.hod ror Floor Res'ODSC S,ettr. 0407.14. B MakOK) Wa" : BR] Coupled "ydrody.a.le Res,.. C"raet.rislia aDd Wa'er ...... rn of Lara' 0418.14. B Co..,..It. Br.ak.ater. Low..Dd Eartllq••ke DIIut.rs a.d Laad TaIIUo Uwabe. SeISUO Nelda. Hajime Tsuchidl : PHRI COIIdlt..., (Ia J.,.-) Eisltu TlUnlllli. Hirolki Suna... Yosuke Kumaki : GSI ·20- 0419.14. B 0429. J4. D A Proced.re lor Estl..atinl I.dlrect Errecls PrOlress Report on tile iull-Scale Sels.ie 01 Eartllquakes on EcoDomy Experiment of a Seven-Story Reinlorced Eiichi Kwibayashi. TO$hio Iwasaki. Takea Nakajima: CODeret, Buildlnl PWRI - Pan 1 Pseudo-Dynamic Test alter Repair Shin Otanloto. Yoshikazu Kitagawa. Shinsuke 0420.14, B Nabla. Manabu Yoshimura. Takashi kaminosono; Dy.amlc Tests 01 Rockfill Da. Models BRI Norihisa Matsumoto. Mitsuo Toyoda. Minori Shiga: PWRI 0430.14, D Tests 01 Planar W.II AUtmblies under In 0421. 14.B Plaat Static Rnersiag Loads Tile Connection Metbod for Pile Head and BJ. Morgan. Hisahiro Hiraishi. W.G. Corley: FootinR or Pile FGUndatlon Subjected to a ConSlnJCtion Technology Laboratories. Portland Hori&ontal Load Cement Association Nobuyuti Narita. Hideya Asanuma, Jim Fukui, Yoji Yamamoto: PWRJ 0431, 14, D Rese.rda Program OD tbe Full-Scale Seismic 0422,14,B Experiments 0' Steel BuildlDls 0. the Status 01 In-Sit. Stronl Grouad Makoco Walabe. Hiroyuki Yamanouc;hi. MilsUmasa MOlion and Structural Response Midorikawa. Toshibumi Fukuta. Takashi Kaminosono Investigations : BRI Christopher Rojahn : Appbcd Technology Council Roger D. Borcherdt ; USGS 0432.14. D Status 01 U.S. Researcll Program on Full 0423.14. C Scale Steel Buildings A Tsu••ml Rtstarcll Plaa ror tile United Shih Chi Liu : NSF States Eddie N. Bernard : PacifIC Marine Environmental 0433, 14. C laboratory. NOAA United Statts Forei'D AssistaDCe Protram OD Tsunami Hazard 0424,14. C Gerald T. Hebenstreit: Science Applications. Inc. Diaital Data Services lor Tsuaa.is and Paul F. Krumpe : Office of Fo«ign Disaster EnliDeerin, SeismololY Assistance. AID James F. Lander: National Geophysical and Solar· TcrresuiaI Dula Center 0434. i4. B Techaieal Cooperatioas in Developing 0425. 14. C Couatries o. Eartllquab Enginftrlal Storm Surwe Defease Works alld Related Katsuo Uemura. Makoto Walabe. Yuji Ishiyama. Rtstarclles in Japan Yu&aka Yamaza1ti : BRJ YO$himi Goda : PHRI Hiroshi Hashimoto: PWRI 0435.14. B l.creDlental Expansion and Aseismic: DesilD 0426,14. C of Low-Cost Housiag in Siles aad Services Storm Surge Forecastinl Projects Celso S. Barrientos : Center roc Environmental Emil Simiu : Center for Building Technology. NBS Assessment Services. Environmenla1 Dm and Infocmation Service. NOAA 0436.15. A On Spltial Structures 01 Hlg' WiDds 0427. 14. D Keikichi Naito. Tatsuo Hanafusa. Toitunosuke Fujitani COilstruetion 01 the Full Sc:ale Reinforced :MRI Concrete Test Specimen James K. Wight; Universily of Michigan 0437. IS. A laplll.e Characteristics or Wind to 150 0428.14. D .eterl PrOllrtSS Report on tile Full-Scale Seis.ie John W. Kaufman. Kelly Hill ; Marshall Space F1ighl Experimeat of a Seven-Story Reinforced Cenler. National Aeronautics and Space Administration CODcrele BuUding - Pari I Pse.do-Dynamic Test before 0438. IS. A Repair - A Stud, of Aerodya••ic R"pAse or Muhi Shin QItarnoIo. Yoshikazu Kitagawa. Shinsuke .nd LonI-Spa. Road Bridge witll Steel Box Nakata, Manabu Yoshimura. Takashi Kaminosono: Girder BRI Nobuyuki Narlla. Kunio YamamOio. Hiroshi SilO : PWRI - 21 - 0439. IS. B 0449, IS. B Response of Cable Stayed Bridges to Static RelpoDse 01 Sud·Silt Mixtures to Cyclic and Dynamk Loads Loadial John F. Aeming : UnIVersity of Pittsburgh F.G. Mclean: BUREC 0440.15. B 04SO. 15. B Results Irom Higb Amplitude DYDamlc SIt.kiDI Table Tests on tbe Remedial Trsllo and Implications for Seismic Design Measures to Improve Seismic Stability of Bruce M. Douglas. Mehdi Saiidi. James Richardson. Emba.kmuh James Han : Universily of Nevada-Reno Yasushi Sasaki. Osamu Matsuo: PWRI 0441. 15. B 04SI, IS.8 Eartbquake Hazard Mili.atlon Pr08ram in Eartllquake Resistance or Drydoc-ks Sbizuoka Prefecture C.V. Chelapaai. Stanley K. Takahashi: NCEL MarooN Mizuguehi·. Shizuoka Prefeclmal Govemmenl 0452. IS. B Bebaviors of Higb.Rise Buildings E.cited 0442.15. B by aD Aaticip.ted Tokai Eartbquake Aaalysis 01 Earthquake Ground Motion Makoto Walabe. Yuji Ishiyama. Ken Sudo. Katsubiko Records Irom Two Dimensional Ishibashi. Osamu Chiba : BRI Seismometer Arr.y • North Tokyo Bay Eartbquake of June 4, 1977 • 04S3. 15. B Hajlme Tsuchida. Setsuo Noda. Susumu Iai. Eiichi Vi brat1011 Test 0' Rkbard B. Russell Kurata: PHRI COIIcrete Dam before Reservoir Impoundment 0443.15. B Robert J. Smith; CORPS Aaalysis 01 lor the 1979 Imperial Valley Earthquab Based on Synthetic Seismogram 0454. 15. B Modeling 01 Strong Motion Records Distribution 01 the Dynamic Sbear Modulus Ralph J. Archuleta: USGS In a Prototype Roc:UiII Dam Norihisa Matsumoto. Mitsuo Toyoda. Minori Shiga: 0444. 15. B PWRI Attenuation 01 Peak Ground Motions ud Absolute Acceleration Response Sp.ctr. 0455.15. D Based on Japanese Stroall Motion Data Eartbquake En.iDeeriDg Rcseart'b at Misato Murakami. Tadashi Arakawa. Kazuhiko NatioDal Researcb Cenler lor Disaster Kawashima: PWRI Prevention Keiichi Ohtani. Hiroshi Takahasbi : NRCDP 0445. 15. B Distribution 01 SuPportial Ground lor 0436.15. B Building in the Osaka Plain Bella"ior 01 Concrete-Filled Steel Tubes Eisaku Tsurumi. Masakatsu Morino. Mitsuko Takeda : (Part 2 ; Beadiag Members) USI NobuyuJti Narila. Shoicbi Saeki. Michio Kanai : PWRI 0446. 15. B A Tet'bnique or Seismk MicroloaiD. for 0457.15. B Urban Areas Seismit ReslstaDt Bridle Deslill in Masaya Hirosawa. Yoshihiro Sugimura. Hiroshi C.lilornia Oh-oka. 1zW'U Ohkawa : BRI JmnesH.Gmes:CALTRANS 0447. 15. B 0458.15. B R.tion.lizlnl tbe Seis_it Cocmdent Reporl of Ibe Illvestigation n Earthquake Metbod Da.ag. to Sblzunal BridIe Arley Gus Franklin. Mary Ellen Hynes·Griffin : WES Nobuyuki Narila. Misato Murakami. Hideya Asanuma :PWRI 0448.15. B Dn-elopment 01 Seismic Repair TechDiques 0459.15.8 lor Reinlornd Cont'rete Members A.Dlytiral Procedures Used lor the SeismiC Masaya Hirosawa. Shinsulte Nabla. Tetsuro Gota. Deliar 01 Hi,h".y Bridles Manabu Yoshimura: BRI Roy A.. Imbsen : Engineering Computer Corporalion Toshio Shiga. AJtenori Shiblta: TohoIcu Universily J. Pcnzien : Universily 0( California. Berkeley Hiroshi Imai : Tsukuba University - 22· 0460.15.8 0469, 15. B Dala Procellial aad MelliodolOlies lor Research aad Denlopme.. 01 Tllree· Assessinl Seismic Ruponse Cllaraelerislles Di.ensioaal Sliakia. T.ble 01 Meloland Road Overpass Keiichi Ohtani. Hiroshi Takahashi: NRCDP Stuart D. Werner. Mihran S. Agbabian : Agbabian Goji Fujiwara: Hitachi Company Associates 0470. :5.B 0461. 15. C Hilh Perlor.ance Stronl-Molion Developmenl 01 Storm Surle Forec.sliaf. SeismOirapll lor the JMA Nelwork Melhods ia IIIf Uaited SI.tes Hideo Walanabe, Hideteru Matsumoto. Michio Celso S. Barrientos: Assessment and Information Takahashi : MRI Services Cenler, National Environmental Satellite. Tatsuo linuma : Seismological Observatory. Japan Data. and Information Service, NOAA Meteorotogical Agency 0462. 15. C 0471. IS. B Slruclur.1 Tsunami Delence aad Research on MicroloaatioD 01 Tsukuba Scieace City Tsunami D.malt Mililatioa Sadaiku Hanari. Yoshiaki Kaoihimura: BRI Yoshimi Goda : PHRI Hiroshi Hashimoto. Takaaki Udil : PWRI 0472, IS. B Ulti.ale Sirealill and Repair Method or 0463. 15. C Beam·Column Connectloas F.bricaled by Feasibility Study on Millialial Tsunami Fillet WeidiDI Hazards ia the PaclrlC Koji Morita: Chiba University Eddie N. Bernard, James F. Lander, GeraId T. Koichi Takanashi : University of Tokyo Hebenstreit: Pacific Marine Environmental Tatsuo Murata : BRI Laboratory. NOAA 0473. 15. B 0464,15. D Rehabilitation 01 Road Traasportation U.S. Research Associ.led with Ihe U.S.' Syslems Damaled by Earthquakes Japaa Cooper.Uve Researcll PrOlra.. Usiag Toshio Iwasaki. Talteo Nakajima. Katsushi Gota : LarKe·Scale Struclural Faellilles PWRI Edgar V. Leyendecker: NBS 0474.15. B 0465.15. D DyDamlc Response Analysis 01 Shizuaai U.S .•Japan Cooper.lin Research PrOIra. Brid.e D....ed by tile Ur.ka"a·Oki Utilizial L.rle·Sc.le Testial Facilities Eartlllquake 01 March n, 1911 • Full·Seale Seismic Tests 01 a Sleel Toshio Iwasaki. Ryoji Hagiwara : PWRI Buildinl ..d tllle Supportin. Tesl oa ils Hall·Scaled P.rti.1 Fra.es - 0475.15. B Kalsuro Kamimura, Makoto Watabe, Hiroyuki Experimental Study on Failure Paltern or Yamanouchi. Mitsumasa Midorikawa, 1530 Nishiyama, E.bankmeal Supported by Saady layers Toshibumi Fukuta : BRI during Earlllquakes Tadashi Arakawa, Toshio Kimata • MasllO Kondo : 0466.15, D PWRI Onn-Iew or United St.tf'S Rese.rclll Projects ror the Steel Buildin. lor Ille U.S.·Jap.n 0476. IS. C Cooperalive Researcll PrOiram lor Lar.e EI Nino-Souillera Oscillalion Episode or Scale Testinl 01 Buildinls 1981·1983 John B. Scalzi: NSF Celso S. Barrientos: Assessment and Information Services Center. National Environmental Satellite. 0467. 15. A Dala, and Infonnation Service. NOAA ResPOIIH 01 T.ut Strip Models 10 S.oollll aad Turbuleat Flows 0477, 15. C Richard D. Marshall: NBS Tid.1 Ano.alies Induted by Ibe Typhoons Kunio Yamamoto, Yoichi Nakasami. Kazoo Kanzak.i : 1110 .ad 1118 PWRI Yoshinobu Tsuji. Atsushi Takeda. Tatsuo Konishi. Hiroshi Takahashi: NRCDP 0468.15, A Char.cteristics 01 Hi.1II Winds Measured al 0478. 15. D an Obsenalion Tower above Ille Ocean U.S.-Japan Coopenli", Researtll Protram Gen-ichi Naito. lsao Watabe. Masayuki Tokuda, Utillzl.. Larle-Scale TesliDI Facilities Hiroshi Takahashi: NRCDP Correl.lioa belweeD Sliakin. Table Tesl and PHudo Dy....ic Tell on Sleel Siruttures Shin Okamcto. Yutab Yamazaki. Takashi Kaminosono. Mauyoshi Nakashima: BRt - 23· 0479. 15.0 0490.16. C U.S.-JapaD Cooperallve Reltarc. PrOira. Tile Role of Numerical Models la I.e UlilizlDg Larle-Scale Telt" 'adUties THRUST Proaram • ADalysis of RC 'all·State ••lldIDI Test • Gerald T. Hebenstreit: Science Applications. Inc. MaltOlO Waaabe. Shinsuke Nabta., Manabu Yoshamura. Yukinobu KlU'OSc: SRI 0491. 16. B la Silu DelerBIina.lon of Liquefaction 0480.16. A PoteDtial USiDI the PQS Probe WiRd Reslsta.t Design of a Lonl·Spa. WiUiam E. NOI1oo : WES Suspension Bridie wit:. • sa"'eaial Box Girder 0492.16. B Nobuvukj Nariaa. Kunia YolJTlaIIdO. Hiroshi Sato. Da.ale to Port Fadlltie. due to Satoshi Yuzawa. Kazoo Kanzaki : PWR1 LlquefactloD duria. t.e Nihonkai·Cbubu Eartllquake, 1983 0481. 16. A Setsuo Noda. Takamasa lnaromi. Hajime Tsuchida: An Assessment of Surface W.d Speeds PHRI durinl HurrAtane Allria Richard D. Marshall: Center for 8ulIl1ing Technolol)'. 0493.16. B NBS EvaluailoD of the Eff,cts 01 Soil aad Rock OD Eu1hquake GrouDd MotloD 0482.16. A Walter W. Hays: USGS Active TurbuleDCI Generat. lor Seetioa Model Studies 0494.16.8 ~ver R. Huston: Princeton UnMrsiIy Da..ge aDd Repair of Na.loka Town Harold R. Bosch: FHWA Hospital Da.aled by tile Nlhonkai·Chubu Eartbqulke, 1983 0483.16. A Part 1 : Outllae of Dlmale lad St'reeDln. 0' Aa Empirical Tor..do Hazard AlHISment SIruct.,al Sarety Model Masaya Hirosawa. Hisahiro Hiraishi. Tetsuro 0010. Joseph T. Schaefer. Donald L. KeDy: National Manabu Yoshimura; BRI Weather Service. NOAA Tomoaki Akiyama: Tokyo Soil Research Co.. Ud. Robert F. Abbey: Office of Naval Research 0495.16. B 0484.16. B D....e aad Repair 01 Na.iob Tow. AD Experimental Study Oft die Eartllq..ke Hospital Da.aled by til, Nllioakai·CII.bu Resistance of Wall Type ._,"vtel Gro••d Eartllq.ake, 1983 by Deep Mldn. Metltod Parl 2 : A.alysis of Da.a.e by EIIsto Takamasa lnatomi. Hajime Tsuchida. Setsuo NOOa : Plastic Statk and Dyaamic A.llysis PHRI Yoshikazu Kittgawa. Yutab Yamazaki. ~i Teshiga~ : BRI 0485.16.8 Dynamic Testinl of Ho...eo•• 0496.16. B Embankment Models Oa.ale aad Repllr 0' Na.ioka TowD R.W. Luehring. K.K. Adhya: BUREe Hospital Da.aled by tile Niboakal·CIIi.bu Earlilquake. 1913 0486.16.8 Part 3 : Retrofit Dailn aad Esli.alloa or Rapid A.alysls Prondare f. Gravity Type tIM ["ftt Q..ywalls Masaya Hirosawa : BRI Tingley K. Lew: NCEL KaPame Tabhara : Qka-SekJtei Co.. Ltd. TornoW Akiyama: Tokyo Soil Research Co.• Lad. 0487.16. B Earthquake Analysis and Desita of Coacr,t, 0497.16. B Gravity Oam5 Model Exp'rlmeats of Dy•••ie .ebavior 01 Lucian G. Guthrie: CORPS Rela'orced CODcrete Iridle Pier CoIu••s Tositio Iwasaki. Ryoji HaJlw...Kinji IWcgawa. 0488. 16. C Tllsuhiko Koyama. Talceshi Yoshida: PWRi THRUST Eddie N. Bernard. Richard R. Belin: PacifIC Maine 0498.16. B Environmental Laboratcxy. NOM Box Girder Bridle Hi.lt Restr .iaer Test PrOlr•• 0489.16. C Lawrence G. $elna. L. Javier Malvar ; Univusiryof Data Services S.pporlla. THRUST California Project I. James F. Lander : Nilional (JeqJh,*aI DIIIa Cenler. NOAA - 24- 0499.16. B OSOlJ. 16. B Seismic Vulnerability of Prestressed Ellperi.ea15 and Researches on Lateral Conuete Selmental Bridles ReslstaDce of PUes In a Slope Walter Podoln)'. Jr. : AIWA Misato Murakami. Kazuya Ohshima. Yukio Sato, Ryoichi Abo : PWRI 0500.16.8 Report on Dama.es to Civil Englneerlnl 0510. 16. B Structures due to the Niho....i·Chubu Experimental Study of Embankment on Earthquake of 1983 Sandy Layers durinK Eartllquakes Toshio IwlL'lllki. Yasushi Sasaki. Yasuhiko Wakisaka. • Cllaracterlstics of Reconstructed Norihisa Matsumoto. Katsumi Senoo. Tadashi EBIb..kmeDt OD Llquened Layen • Arakawa. Kazuhilco Kawashima. Naomi Obinata : Tadashi Arakawa. Kazuhilco Kawashima. .Meo PWRI Matsumoto. Masuo Kondo: PWRI 0501.16.8 0511.16. B Behnior of the Meloland Road Overcrossinl Seismic Risk Evaluation durina the 1979-lmperial Valley Earthquake • The MeaDinl, Comparative Study of Bruce M. Douglas. Gary Norris. Lawrence Dodd. Metllod aDd an Example 01 Analysis iD James Richardson: University of Nevada-Reno ScaDdlnnla Area • Sadaiku Hattori : BRI 0502.16.8 Development of Strona Earthquake Alarm 0512.16. B System for Tokai Earthquake Elasto·Plastic Bebavlor of the Steel Frames Keiichi Ohtani, Hiroshi Takahashi: NRCDP with CODceDtri( K.Type Braces Toshibumi Fukuta. lsao Nishiyama. Hiroyuki 0503.16.8 Yamanouchi. Masaya Hirosawa : DRI Analysis of tbe Kurayosbi.Hilashi City Offke Damaged by the Tollori Earthquake 0513. 16. B of 1983 StroDI Motion Estimation due to a Masaya Hirosawa. Yutaka Yamazaki. Hide<> Realistic Earthquake Faultinl Tsukagoshi : 8RI Ken Sudo. Yoshilcazu Kitagawa. Naoki Yoshimwa: BRI 0504. 16.8 Behavior of Concrete-Filled Steel Tubes 0514.16. B (Part 3 ; Beam·Column Members) Criteria lor OverturniDI 01 Bodies Ily Shoichi Saeki. Koichi Minosaku. Akira Taltizawa : Eartbquake Exdtations PWRI Yuji Ishiyama : BRI 0~5. 16.8 0515. 16. B Seismic Design Guidelines for Essential Relationsllip betweea Seismic Disaster and Buildings Grond ConditloD in Noshiro Area, Akita Sigmund A. Freeman: Wiss Janney EIstner Associates Prefecture Joseph P. Nicoletti: URS/Blume and Associates Eisaku Tsurumi. Masakatsu Horino. Masataka Ohla : George Matsumura: CORPS OSI 0506. 16. B 0516. 16. C Enlineerinl Considerations Based on Inundation Damales due to the 198J Simulatini the Near·Source Ground Motion Nihonkal-Cllubu Earthquake Tsuna..i of the 1979 Imperial Valley Eartbquake Takaaki Ucla : PWRI Ralph J. Archuleta: USGS 0~17. 16. C 0507.16.B Distribution 01 IDundation Heiaht of the LarKe-Scale Tests for Measurinl Dynamk Nihonkai-Cllubu Earthquake Tsunami alonl Shear Moduli and DampinK Ratios of the Coast 01 Japan aDd Korea RCK:klill Materials Yoshinobu TSl:ji. Takco Kinoshita. Tatsoo Konishi. Ryuichi !ida. Norihisa Mat'lumoto. Nario Yasuda. Hiroshi Takahashi: NRCDP Kazoo Watanabe. NOIio Sakaino. Kazuaki Ohno: Un Seep Peak : Central Meteorological Observatory. PWRI Republic of Korea Kyo Sung Chu : Hydrographic OffICe. TraffIC 0S08. 16. B Division. Republic of Korea Errec" of Permeability of Gravel Drains on Hui Soo An: Seoul National University. Republic of t.e Uplift Actinl on Semi·Buried Structures Km:a d.e to Liquefaction Yasushi Sasaki, Eiichi Taniguchi: PWRI - 2S- OSIS. 16. D 0527. 17. A U.S.-J.p.. Coopu.ti,,~ R~s~arcb I'rolCram Wind Tunnel Modelin, 'or Flow around UtllidnK Large.Scale TesUal facilities Buildings - Correlation b~tween Shaking Table Test Tatsuo Murota. Hisashi Obd<\ : BRI .1Id Pseudo Dynamic Tes. on Steer Braced Takeshi Ohkuma : Kanagawa University Frame· Shin Okamoto, Yutaka Yamaza)o. Masayoshi 052(\.17. A Nakashima. Takashl Kaminosooo : SRI Automatir DetectioD 0' Gust Fronts wilb • Single Doppler Radar 0519. 16. D Hiroshi Ueda. Hiroshi Tak.a~ashi : NRCDP Activities or the United States EERI Dusan S. Zmic' : National Severe Storms Lab - 26- O~38. 17.8 0548.17. D Sltear Rnistanct 01 VDrtlnlorced Hollow Re·Evaluation of Liquefaction Resistance Concrete Block Masonry Walls Curvts Kyle A. Woodward. Frank Rankin: NBS Riley M. Chung : NBS H. Bolton Seed: University of Qdifomia. Berkely O~39. 17. 8 Arley Gus Franklin: WES An Ellperimental Study on Sliding Block In Jeffrey A. Fanar: BUREC Water during Earthquake TalSuo Uwahe. Norihiro Higaki. Sttsuo Noda : PHRI 0549. J'7. D In·Situ Test for Assessing Liquefaction 0540.17.8 Potential Using Vibratory Cone A Rapid Seismic A..lysis Proctdure lor Penelrometer Anchored Sheet Pile Bulkheads Yasushi Sasaki. Yasuyuki Koga. Yoshihiro Ito. Takao Tingley K. Lew : NCEL Shimazu. Masuo Kondo; PWRI C54l, 17.8 0550.17. D Dfliln of Piles lor Slopes U.S.·Japan Joint Earthquake Researcb Hirohi.ko Tada. Kazuya Ohihima. Yukio Salo. Ryoichi PrOlram IDVolvinl Luge·Scale Exptrimrnts Abo: PWRI on ~"sonry Building Structures • Japan Side Researcb Plan • 0542.17. B Shin Okamoto. Yutaka Yamazaki. Akio Baba. Dynamic Stresses and Displacements in a Masaomi Teshigawara. Hisahiro Hiraishi : BRI Burie«l TUDnel S.K. Dalta : Cooperative Institute of Rese~h in 0551.17.0 Environmenaal Sciences Inelastic Seismic Tests OD a Full-Scale Six K.C. Wong: University or Colorado Story Eccentric·K Braced Steel Building A.H. Shah: University of Manitoba • U.S./Japan Cooperative Earthquake Researcb Program • 0543. 17. C Hiroyuki Yamanouchi. Mitsumasa Midoriltawa. lsao Damales 01 Coastal and River Structures Nishiyama. Masaya Hirosawa : BRI Caused by the Nlhonbi·Chubu Earthquake Tsunami 0552. 17. D Tabaki Uda. AlSushi amaaa : PWRI Seismic Performanfe of EllisliDI Buildings • A ProgrfSS Report - 0544. 17. C Richard N. White. Peter Gergely: School of Civil and ProlftSS in Developinl Tsunami Data Base Environmental Engineering. Cornell University James F. Lander. Patricia A. Lockridge: National Geophysical Data Center. NOAA O~B. 17. B Study OD Economical Losses Caused by 054~.17.C Chanle of CarRO Flow al Port 01 Akita dut TsuD8mis in the Japan Sea with Numerical to Ihe Nillonkai·Cllubu Earthquake, 1983 Calculation Ak.iJa Yonezawa. Hajime Tsuchida : PHRI Yoshinobu Tsuji. Hiroshi Takahashi: NRCDP TalSuo Kooishi : Japan Meteorological Agency 0554.17. B Landslides and Damales due to the O~.I7.D NaganokeD·Seibu Earthquake of September Recommended u.S.·Japan Joint Researcll on 14, 1984 Seismic Behavior 01 Buried Pipelines and Masatcru Tominaga. Yasushi Sasaki. Katsumi Senoo. Telecommunications Systems Hiroyuki YoshimalSu. Eiichi Taniguchi. Kimialti Masanobu Shinozulta : Columbia University Nakano. Naomi Obinata. Yoshifumi Hara. Tetsuro Kuwabara : PWRI 0547. 17. D Experimental Investigation on Hysteretic 0555.17. B Behavior 01 Reinforced Concrete Bridle Pier Geomorphological Cllaracterlslics and Columns Faclon of tile Lar.e·Scale Landslide and Toshio Iwasaki. Kazuhilto Kawashima. Ryoji Detritus Flow on tile Soutll Slope or Ontake Hagiwara. Kinji Hasegawa. Tatsuhiko Koyama. Volcano Caused by the Na.anoken·Seibu Takeshi Yoshida: PWRI Eartbquake, 1914 Masaloshi Nagaolta. Yoshihisa HashiM. Yoshimichi Taltei. Stiji Ichikawa. Fumio Saito: GSI - 27· 05~.17. B 0566.I7.C Selsmololical Studies 011 tbe NalaDokea RellioDal TsuDa.i WarDiDI SYltem Selbu Eartllquake, 1'14, Based OD JMA (THRUST) Seismic Network Eddie N. Bernard. Richard R. Behn: PacifIC Marine Minoru Tateo. Naoya Mikami. Masaji Ichikawa: Environmental Laboratory. NOAA MRI 0567.17. C 0557. 17. A Studies on Storm Surgu in Tidal Estuaries Features of Ocean WiDd Fluctuatioas duriDI Tatsuo Konishi. Talteo Kinoshita. Hiroshi Takahashi: TyphooD PasSliles NRCDP Gen-ichi Naito. Hiroshi Takahashi: NRCDP 0568.17.0 0558.17. A A SDOF Model to Analyze Earthquake Tile Var.ation 01 Gust Structure with Heillht Respon~ 01 a Full-Scale SeveD-Story .p to 200m Reinroreed CODcrete Structure Keikichi Naito. Tatsuo Hanafusa. Totunosuke Fujitani Manabu Yoshimura, Shin Okamoto. Vladimir : MRI Sigmund: BRI 0559.17. B 0569. 17. B Seismic Vulaerabilily or LUeUae System Settlement of Approaching Embankments to Uslal Compulenisioa CADDS Color Bridles Cau~d by the NiboDkai·Cbubu Grapbics Soltware Earthquake C.V. Chelapati : California State University Yasuyuki Koga. Eiichi Taniguchi: PWRI Stanley K. Takahashi: NCEl. 0570.1",. B 0S60. 17. B Rock Avalanebe and Slope Failures iDduced Vertical Dislributioa of Subsurlace by tbe Naganoken-Seibu Earthquake, 1984 HorizoDtal Eartbquake Accelerations Kohci Tanaka. NOIio Ohyagi. Takashi lnoituchi. P.e. Chen : Inaerpadfic Technology. Inc. Shigetsugu Uehara. Hiroshi Takahashi: NRCDP 0561. 17. B 0571. 18. A SlIaklDI Table Test on the Effeets 01 00 the EvalualioD 01 WiDd-lnduced Tllic:kmess of Liquerted I.ayer on Vibrations or Lonl-Span Bridges USinl Ddormalion 01 Embankmenls Taut.Slrip Models Toshio Iwasaki. Yasushi Sasaki. Hideo Matsumoto. Nobuyuki Narila. Hirohiko Tada. Koichi Yokoyama. Masuo Kondo: PWRI Hiroshi Saw. Kazuo Kanzaki. Maltoto Fukuda: PWRI 0562.17. B 0572.18. A Study OD Aseismic Measllres 10 The Respon~ 01 Taut Sirip Models : Embamkmeats OD son Clay GrouDd ComparisoDs 01 Theoretical and Yasuyuki Koga. Osarnu Matsuo: PWRI Experimental Results Roben H. Scanlan: Johns Hopkins University 0563.17. B Richard D. Marshall: NBS Draft 01 Guidelines for Post-Earthquake IDspedioa aad Evalualiou 01 Earlhquake 0573. 18. A Damale i. ReiD forced Concrele BuildiDIS Tbe Effects or Lar.e-Scale Upstream ..d ils Applinlion 10 IlIe Namioka TowD Gustin. OD Ihe Aeroelastic Bebavior 01 Hospital Bulldinl SeclioD Models Tsuneo Okada : Instilule of Industrial Science. Dryver R. Huslon : Johns Hnpkins University University ofTokyo Harold R. Bosch: FHWA Masaya Hirosawa. Hisahiro Hiraishi. Manabu H. Tanaka: Hitachi Zesen Corp. Yoshimura: BRI 0574.18. A 0564. 17. B A Full·Scale Measurement of Wind Load OD Dense Strona Motioa Eartllquake II Solar Water Heater Seismometer Array at Site witll DiffereDI Hisashi Okada. Tatsuo Murota : BRI TopOirapbic and Geololic: CODditiou iD Stadal 0575.18. A YClllikazu Kitagawa. Toshihidc Kashima. Masaya Deslln Criteria for Glass Cladding Itirosawa : BRI Subjected to Wind Loads Emil Simiu. Erik M. Hendrickson: Center for ~S. 17.8 Building Technology. NBS lun.eDce or Soli CODdilioDs IIpOD ResponH Spetlnm 01 StroD. GrOIiad MoUou Izuru Ohbwa. Yuji IshiYIINI : BRI ·28 - 0576.18. A 0586.18. B Sp.li.1 SInf:lure ~ t~e WiN ill "e M.r.e OIItliDe of M••••I lor Rep.ir MetlHMls for 8oIIed.ry L.yer Civil Ea,IDeerla. Slrut'ture. D....ed by Keikichi Naito. Talsuo Hanafusa. Tdulllosuke FujitMi Eartllquake. : MRI Toshio Iwasaki. Shigetoshi Kobayashi. Takaaki Uda. Vutaro Asai. Yasuyuki Koga. Yasushi Sasaki. 0577. 18. B Kazuhito Kawashima: PWRI Spectral Curacteri.tici or GnHlad Motloa i. the Tokyo Mctropolita. Area 0587.18. B Keiichi Ohtani. Shigeo Kinoshila : NRCDP Ellecta or Vertic.1 Coalr.lloB Joiaas OD .be DyJlamlf Respoase of Arc" Dams 0578.18. B HL. Boggs: BUREC StroDI-MotloD Recordi_1S lro. tlte J.R. Mays: Uni-venity of Colorado Hollister, C.uroral., Area MS.5 Earthquake, 26 J ••••ry, 1'" 0'88.18. B A. Gerald Bnldy. Richard P. Maley. G. Noel Bycroft: DecisloD A.alysls lor E.ba.k.e.t Da.s USGS ••der Sel••1e Load T.A. Luebke; BUREC 0579.18. B Deas' IDs'rument Arra, Sy.. by PWRI 0589.18. B ror Ob5er,,'a. SlroDI Eartllq.ake MOIloa A New Crherlolll for Assessl.. Llquef.clioa Toshio Iwasaki. Yasushi Sasaki. Keiichi Tanun. Koh Poteal'.1 Aizawa. Kazuyuti Takahashi: PWRI Susumu lai. Hajime Tsuchida. Setsuo Noda ; PHRI 0580.18. B 0590.18. B Vlbr.Ua. Tesls 01 aD Asp....ic F.da. Eartbqu_ke Salety I.ustll_tioa or Exisliag Cofferdam by BlasliDls Facilities Norihisa Matsumo!o Nario Yasuda, Minori Ship: Joseph V. Tymll: NAVFAC PWRI 0'91.18. B 0581. 18. B T•••tk MIII"iDI Works lor Sel_lf Su••ary or tbe Ridaard B. R....II Disaster PreVeDtloD iD Geo,r.pltlcal Suney Coacrete D.m Vibr.UoD St.dy I.stllule, Japn Vincent P. Chiarito : WES MMaIoshi N.pob. Hiroyuki Matsuda : GSI Robcn J. Smith: CORPS 0592. 18.B 0582.18. B L08dID, Test 08 Ute Coaaeetio. of Coacrete SltaklD, T.ble Tests 08 Seis.lc Stability Filled Steel Tubes 01 Relnlorced E.b••ltale.ls HUohiko T". Hiroshi ShiJloU'a. Koichi Minosaku. Yasuyuki Kop. Eiichi Taniguchi. Yoshihiro 110: Akira Taltizawa. Jun Hikino : PWRI PWRI 0583.18. B 0593. i8. B Status Report 08 New Stud, 01 Lower V.a Delo,..tioa Cap.cit, of Steel Trus Girder Norm•• Da.. Isao Nishiyama. TItSUO Murota : BRI Aney GIIS Franklin: WES Oloei Kaji. Shin-ichi Ina : J....Fedcralion of Architect OffICe Association 0584.18. B Seismic Deslll Procedure ••d Dy•••ic 0594.18. C SIrea.I" of CAB Satellite Met~ods ..d Appllc.tioas la Toshio Iwasaki. Kazuhiko Kawashima. Naomi Marlae Eavir• .,at.1 Aa.lysis Obinala. Shigeki Unjo : PWRI Celso S. Barrientos. F.G. EverdaJe. RP. Siumpf : Assessment and Information Services Center. Nah~aa1 0585.18. B Environmcrttal Satellite. Data and Inf'MnaIion ~"",ice. Larle.Sc:.le Bridle CoIa.D Tests NOAA • A Pl'OIrns Report • Edgar V. Leyendecker. WiUiam C. SlOne. Geraldine S. 0595.18. C Cbeak: NBS Dlscrl.laatlol 01 Flooded Are.s Caused 'y T..a••1 or Storm Su...e VIl., Salelllte Oat. AfsuIhi Taeda, Yoshinobu TlIUji. Hiroshi Tabhuhi : NRCDP - 29- 0~96. 18. C 0606.18. B F..1t Diaplace.ut §ei~he W.... oa lalaad Seismic O....le to Pori F.cilities by Ibe Reservoir a.d Lakes 1915 Chile Earthqu.ke .nd Improvement or Roben L. Dewey. Karl M. Disc : BUREC Seismic Saf,ty of the Damaled Ports Hajime Tsochida, Setsuo Noda : PHRI 0597. 18. C Practical ApproaCh for Dele...lal.a Staae 0607, 18. B "requeacy Observallon 01 the Structural Damale H. Lee Burler. Thomas A. Hardy: Coastal Engineering Caused by tbe 3 Manb 1985 Cbile Research Center. WES urthquake Mele A. Sozen : University of l1Iinois 0598.18. D U.S.-Japaa Coordiaated brt~q.ake Researdl 0608.18. B PrOira. on Reiaforccd MalOary Balldlags An l.-vestilaUon oa a Twelve-Story Office • Seismic Capacity 01 Rfi.ror~ MasoDry BuUdlnll D...aled by tbe 1985 Mexico Walll aDd Bea.s - Earthquake Shin Okamoto. Vulab Yamazaki. Tatashi Hisahiro Hiraishi, Masaya Hirosawa. Hideo Kaminosono. Masaomi Teshigawara. Hisahiro Hiraisbi Tsukagoshi, Toshihide Kashima. Toshikazu : BRI Kawashima: BRI 0599.18. D 0609.19. A U.S.·Japaa Coordinated Program oa MeaD Wind Force Measuremenls on Ibe Deer Masouy Research Isl,-S,dlwkk Suspension Bridge Shin Okamoto: BRI Harold R. Bosch: FHWA James L. Noland: Atkinson-Noland A Associates 0610.19. A 0600.18. D Field Experlmcnts lor Wind Pressure Seismic Behavior of a Full-State K·Braced KistlOr C. Mehta : Instilute for Disaster Research. Steel Buildiaa Struclur, Texas Tt(:h University Hiroyuk.i Yamanouchi. MilSumasa Midoritawa,lsao Nishiyama. Tatsuo MW'OIa : BRI 0611, 19. A Aerodyn••lc Cllar.cleristics of ConUnuous 0601. 18. D Box Girder Bridles Relevaat to tbeir Full-Stale Studies or Steel Stractures Vibr.tions in Wind Roben D. Hanson : Universily of Michigan Nobuyuki Narita. Koichi Yokoyama. Hiroshi Salo. Yoichi Nakagami: PWRI 0602.18. D field lavestiaatioa of Seismically Da.aled 0612. 19. A Sites by Use or Vibralory Coat On InterpretiDI Model and Prototype 'eulromeler Respoases or Suspended·Span Bridles to Yasuyuki Koga. Yasushi Sasaki. Yoshihiro Ito, Wind Osamu Matsuo: PWRI Robert H. Scanlan: Johns Hopkins University 0603,18. B 0613.19. B Earthqu.ke Oa.age ia Mexico Ca..d by Tbe UDU,d States Geololieal Survey lbe Septe.ber 1915 Earthquak.. Aecelerograpb Network iD tbe U.S. Edgar V. Leyendecker. William C. Slone. Felix Y. OperatloDs, Record Processin. and R,se.rcb Yokel: NBS A. Gerald Brady: USGS 0604.18. B 0614,19. B Japaa.Mexico TedlDical Cooperatloa o. Esti...tion of Source Time Function Based O••ale Evaluation, Repair •• on Stronll Motions aDd its Application ror SlreDltlleniDI of Baildlnls Oa.aled by Enlineerlnl 1915 Mexico Earthq••ke Yoshikazu Kitagawa. Takahito Inoue. Talsuo Murata: Masaya Hirosawa. Tatsuo Muroca : BRI SRI 0605.18. B 0615. 19. B Aspects or Stronl Motloa froID the Stronl-Motlon loslrumentation Pro.ram Mic·oaca., Meldco Eartllquake 01 Corps of En.inters Sepl••ber 19, 1916 Frank K. Chang. R.F. Ballard. Jr.. Arley Gus Franklin John O. Anderson. James N. Brune. Jorge Prince. Paul :WES Bodin: University of Califemia Enrique Mena. M.io Onate. Rolleno Quaas. Shri Krishna Singh: Univcrsidad Nacional Aulonom. de Mexico • 3() • 0616. 19. B 0626.19. C Comp.risons of Dynaml~ Sh~.r Strenlth Experimental In"atil.tion on tbe Damale between Fine Sands and Gra"els 01 OOsbon S,.w.1I due to tbe 1983 Norihisa Matsumoto. Nano Yasuda. Masahiko Nlllonk.i·Chubu Earthqu.ke Tsunami Ohkubo. Shoji Arakawa: PWRI Katsutoshi Tanimoto. Hiroichi Tsuruya : PHRI 0617. 19. B 0627.19. C Preliminary Study of Shur Desiln for RC A S...... ry of tile Tsuna..1 History of tbe Piers United St.tes Hiroshi Shinohara. Michio Okahara. Shoichi Nakatani. Herbert Meyers. Patricia A. Lockridge. James F. Keiji Taguchi. Atsushi Funakoshi : PWRI Lander: National Geophysical Data Center. NOAA 0618.19. B 0628.19, C Some Rerent Studies on Lifeline Earthquake An Estim.tion of Tsunami Generated by Enlineerinl in the United States : Submarine Landslide Experimental .nd Field Study Shin·ichi Iwasaki. Hiroshi Takahashi: NRCDP Thomas D. O'RourIte : Cornell University Jeremy Isenberg: Weidlinger Associates 0629.19. C A Computer Program for Producing 0619. 19. B Tsun.mi Travel·Time Cbart Some Recent Studies on Lifeline E.rthqu.ke Masami Okada. Masaji Ichikawa: MRI Enlineering in the United States : Analysis .nd Desiln 0630.19, C Masanobu Shinozuka : Columbia University Numerlc.1 Simulation and Ellperiment on Leon Ru-Liang Wang: Old Dominion University Tsunami Run.Up Takaalti Uda. Atsush.i Ornata. Yasuhisa Yokoyama: 0620.19. B PWRI A Review of Base Isolation for UPlradinl Earthquake Performanc~ of Buildinl 0631.19. D Structures Errect of Number of Loadinl Cycles and Nishikant R. Vaidya : Paul C. Rizzo Associates Load'nl Velocity of Reinforced Concrete Robert J. Smith: CORPS Bridie Piers Toshio Iwasaki, Kazuhiko Kawashima. Kinji 0621. 19. B Hasegawa. Tatsuhiko Koyama. Takeshi Yosh.ida : Consideration of Eartbquakes in Hilh"ay PWRI E.rthworks Yasuyuki Koga. Akiomi Shimazu. Eiichi Taniguchi: 0..>32.19.0 PWRI Study of In Situ TestinR lor Evaluation of Llquefadiun Resistance .nd Occurrence 0622.19. B Jerfrey A. Farrar : BUREC Damage, Strengtbeninl. and Retront of Bridges 0633.19.0 James H. Gates: CALTRANS U.s.-Japan Coordinated Eartbquake Raearch Progr•• on Masonry Buildings 0623.19. B • Seismic Bellavlor of T.ree.Story Full L.rle S~ale Model Tests and Aaalysis of Sc.1e Brick PI.nar Frame Under Cyclic Gravel Dral.s Lateral Loadlnl • Susumu lai. Katsuhiko Koizumi . Setsuo Noda. Shin Okamoto. Yutaka Yamazaki. Takashi Hajime Tsuchida : PHRI Kaminosono. Masaomi Teshigawara. Hisahiro Hiraishi :BRI 0624.19.8 Experiment.1 Study on Degree of Fixation 0634.19.0 at Pile He.d Joint and Failure Strenltb 01 U.S. Coordin.ted Program for Masonry Prestressed High Strenlth Concrete Piles Bulldlnl Rese.rch - 1916187 Yoshihiro Sugimura. Tsutomu Hirade : BRI JlIRIes L. Noland: Atkinson-Noland &: Associates 062.5.19. B 063.5.19. A Schemes for Seismic Upgrading of a M.Jor Wind TUDnel Test on Belaavior of Rooftiles Hospit.1 under Stronl Wind Joseph V. Tyrrell: !"l,\VFAC Hisashi Okada. Tatsuo Murota : BRI - 31 • 0636.19. B 0647.20. A.B Seis..l~ Microzoaation UsinR Urban Ground Outliae on Researdl Results of Wi.d aDd In'ormation Seismic Errects dur••R 2 Decades al th Shinkichi Kishi. Toshikazu Morohoshi. Keiichi National Researd. CeDter for Disaster Oh&ani. Hiroshi Takahashi: NRCDP Preveatloa Keiichi Ohtani Hiroshi Takahashi: NRCDP 0637.19. B Simpliried E".luation Procedure on Seismic 0648.20. B Stability or Embankments on Liquenable DevelopmeDt or Deslla Criteria ror Ground MiUaaUD. Earthquake Da.a.e Yasuyuki Koga. Osamu Matsuo: PWRI - The Program of tilt Federal Emeraency MaDlaemeDI Alency • 0638.19. B Richard W. Krimm : FEMA Stronl Motion Obser"ation System or PWRI . 0649.20.8 Toshio Iwasaki. Yasushi Sasaki. Tetsuro Kuwahara : Scale-of·tbe-Art oa Earthquake EDliaeeria. PWRI to Port and Hubour in Japaa Setsuo Noda. Hajime Tsuchida : PHRI 0639.19. B Enlualion or Economical Losses Induced by 0650.20. B tile Nihonkai-Cllubu Earthquake of 1983 Overburdea Correction for Bloweouals ia Toshio Iwasaki. Kaluhiko Kawashima. Naomi Gravels Obinata. Takashi Kano: PWRI Mary Ellen Hync:s-Griffin. Arley Gus Franklin: WES 0640.19. B 0651.20. B Analysis of Strong Molion Eartbquake Siad Liquefactioa Tests Usiag a Records on January 9. 1987 Geotechaical Dyaamic Ceatrifu.e Nobuyoshi Yamaguchi. Sadaiku Hanori. Shinsuke Yasuyuki Koga. Eiichi Taniguchi. Jun-ichi Koseki. Nakata. Hatsukazu Mizuno. Masanori liba : BRI Tadashi Morishita: PWRI 0641. 19. B 0652.20.8 Seismic Investigation and Improve..ent of la Situ Measure.eat of Pore Pressure Electrical Utility Systems Build-Up durial LiqudKtlon Joseph V. Tyrrell: NAVFAC Thomas L. Hob.er. Michael J. Bennett: USGS T. Leslie You ·32· 06~7.20.B 0666.20. B Seis.ic PerforDl.nee or Relarorced Concrete Mod.1 S...klnl Tabl. Tests on Seismic Hillil.Rise Fr.me Structure with Wall Re.i.tauee 01 Relnrorced E.baDkmeDt Colum.s (Part 2) • Part 1 : Delo.....tlon Capacl'y or Prindpal Yasuyuki Koga • Yoshihiro lto. Shuzo Washila, Takao Structural EleDlnlS such as Wall Columns, Shimazu : PWRI Bea••nd Shear Walls. Masaya Hirosawa, Hisahiro Hiraishi. Masaki Fujisawa 0667.20.8 : BRI DyDamlc Shear Moduli or Rocklill Manabu Yoshimura: Tokyo Metropolitan University MI.erials Norihisa Macsumolo. Nario Yasuda. Masahiko O6S8.20.B Ohkubo : PWRI Vibration Studies 01 Riebard B. Russell CODen:te Gruity Dam 066&.20.8 Roben Hall. Messrs Tommy Bevins. Stephen Wright: StlsDlic and T.un••i Disastu Prnentlon CORPS Survey. and Preparing GeOlrapbleal I.for.atio. in GeOlrapblcal Survty 0659. 20. B IDstltute. J.pa. B.se Isolated Buildin. Slruclures In Japan Masatoshi NagaoU : GSI Yoshikazu Kila8OiWa, Masaya Hirosawa: BRI 0669.20. B 0660.20. B Sarely Analysis OD tht VertiCil Bearinll SII.kinl Table Tesl on iloe Ridae Response Capatity or Plies durlnl E.rthquake Hiroshi Shinohara. Micbio Okahara. Shoichi Nablani. Yasushi Sasaki. Telsuro Kuwabara. Seilalo Yoshimi: Keiji Taguchi: PWRI PWRI 0670.20. C 0661.20. B Co.blneel Errecl or Slor. Wav.s and Surae Field Experiments on Pipelines in Ihe Paul D. Farrar, H. Lee 8Uller: WES Parkfield Eartllquake Zone Jeremy Isenberg. Edward Richardson: Weidlinger 0671.20. C Associates Stability 01 S.b.era.d Dike at the Opening Stetlon or Tsuna.i Protection Breakwa.ers 0662.2O.B Katsutoshi Tanimoto. KalSUtoshi Kimura: PHRI Investilation 01 Two BulldinlS Shaken durlnl Ille 19 September 1985 Mulco 0672.20. C Earthquke Marine Applkations 01 Geoaraphic Douglas A. Foutch. Keilh D. Hjelmslad : Universily Inror.atlon System or IUinois at Urbana-01ampaign Celso S. Barrientos: Data and Jnformation Service. Enrique Del Valle Calderon : Universidad Nacional NOAA Autonorna de Mexico 0673.20.0 0663.20. B U.s.·Japa. CoordiD.ted Ear••quakt Rese.rch Recorded Bellavior 01 Structures Wbitlier Proara. 0. Masonry Buildings N.rrows Earthquake, I October 1987 • Sels.ic Test or lb. Five Story Full Scale A. Gerald Brady: USGS Reinforced Muoary ••ildia.s • Shin Okamoto, Yutaka Yamazaki. Tllbsbi 0664.20. B taminosono. Masaomi Teshigawara : BRI The Drawinl Imale or Earthquake Hazard Keiichi Ohtalli. Hiroshi Takahashi: NRCDP 0674.20.0 Current Status or the V.S. Coordinaled 066~. 20. B Proar.. ror MasOllry BuildiDI Research Loadlnl Test on the Apartmenl of 15 Story James L. Noland : Alkinson·NoIand & Associates Fr.mes Slrudure with Wall Columns • Rese.rcll OD tile Hllh.Rlse Frames 067~. 20. 0 Structure with Wall Columns • Dy.a.lc Stre.,th alld Ductility or (In J.panese) Rel.rorced CGacrete Bridle Pien Masaya Hirosawa. Shinsuke Nabla. Hisahiro Hiraishi. ToshiC' Iwasaki. Osamu Veda, Kazuhiko Kawashima. Tetsuro 0010 : BRJ Kinji Hasegawa, Takeshi Yoshida: PWRJ Manabu Yoshimura: Tokyo Metropolitan Universit~· 0676.20. Z US Side : Aceo.pll.hmeD" and Channles Pa••1 011 Wlad ad Se.mic Effects Noel J. Raufaste. Jr.. Richanl N. Wright: Center for Buildinl Technology. NBS ·33· 0677.20, Z 0689.21,B Two Decades of Aceo.plisll.ents and Modeliag 01 Eartllqu.ke ladaeed Pore CII.llea,es for tile Futun Pressure Bell.vlor Nobuyuki Narda : PWRI Richard H. Ledbetter: WES 0678.21. A 0690,21. B A S••••r' 01 tile Federal Hilb"'ly Seismic DesiiD Met"od or Eart" Ad.i.istraUon·s Wind Ea.lnfulnl Resfarcb Ewb.Dk.eD. witll Se••lc CoemdeD. Prolr... YasuyuIJ KoSa. Osamu Maasuo : PWRI Harold R. Bosch: FHWA 0691,21. B 0679.21. A Selsmit Monitorial or Buildials A.alyses Wind ReslstaDt Design Manual ror Higbw.y or Seismic Data Bridges in J.p.n Mehmel Celebi : USGS Nobuyuki Nariia. Koichi Yoko)'3II'la. Hiroshi Salo : PWRI 0692,21. B Develop.eDt or Adv.nced Reiarorced 0680.21, A Concr,te BulldinlS VsID. Hi....Stu••tb Field Measurements 01 Wind Pressures CODcreae .ad RelnforeemeDt lUsher C. Mehta: Texas Tech Universily Tatsuo Murota. Masaya Hirosawa : BRI 0681.21. A 0693,21. B Tnnsler of Restarcb Results in Wind Guidelines 'or IdeDtine.tion .Dd Mlti.atioD ED.ineeria. of Seismically Haz.rdous ExistiDI Feder.' J. Eleonora Sabadell : NSF BuildiD.S HoS. Lew : NlST 0682.21. A Wi... Resistance i. M.nulactured Housing 0694,21, B III Hurric.ne Zoaes V.S. Army Corps 0' EDliDeers Seismic: G. Robert Fuller: HUn rese.rcb Pl'OIr... William E. Roper: CORPS 0683.21, B BeliaviM 01 tile Nailln Da. durinl tbe 0695.21. B Eartllquke or December 17, 1917 Tile History .Dd Stat.s or StroBI-MotioD Yasushi Sasaki. Tewuo Kuwabata. Masao Nishimura Eartbqu.ke Observatioa ia Japa. :PWRJ Keiichi Ohtani. Hiroshi Takahashi : NRCDP Ikuji Seko.lun Kashiwagi. Yoshiki Aoki : Water Resoun:es Development Public Corporation 0696.21. B Summary or LifeliDe Eartllquake 0684.21. B EDIIaceriDI .aalysis or Strudur.1 Response Records James D. Cooper: FHWA during Wbittier Narrows, C.lilornia, Eartllquake Oct. I, 1987 0697.21, B A. 0eraId Brady: USGS A StroD. Motion Da.. C...IOI for Peno.al Computen 068~. 21. B Lee Wesley Row,lD : University ofColorado Behaviours or DalDs duriag Clliba orr Herben Meyers : National Geophysical Data Center. Eartbquake NOAA Norihisa Matsumoto. Nario Yasuda: PWRI 0698.21. B 0686.21. B Non LiDe.r Sei_lc ADalysis or Concrete Survey for E5ti.atlon or seis.lc D....e Gr.vity D.ms Ja Soutll Kaato Are. Lucian G. Guthrie: CORPS Hideaki Oda. ShigenJ TamW'll : National Land Agency 0699.21. B 0687,21. B Sels.le Mlcrozoa.tloa Seh.ie Dnl.a CoasideraUoas ror Orrsllort Walter W. Hays: USGS 011 aad Ga. Structures Charles E. Smith : Minerals Manasemenl Service 0700.21. B Fun Sca'e Test oa a Tllree-Storied Wood· 0688.21. B Fra.ed aaUdiDa C,aarir••e Dy..mle Model Tests ia PHRI TalSlIO Murau. Moloi YasumW'll : BRI Tabmasa IlIIIani. Mocoki Kazama. Sc:asuo Noda. ~ime TIUChida : PHRl _ 1A. • 0701.21. B 0712.22. A D....e by 'lie Cltlba.ken Toho-Okl MOlitorla. tbe Aerod'....lc Perlormance of Eart~u.ke a Classic Saspelsiol Bridie Vaushi Sa.uti: PWRI Harold R. Bosch: FHWA 0702.21. C 0713.22. A Observallons of Tsunamis 011 Ihe Wesl Cooperative Researdl PrOlr.. OB Wind Coasl or tile Ullitrd Slales TunDel TrsliDI ID Turbule.' Flow James F. Lander : University of Colorado Koichi Yokoyama. Hiroshi SalO. Takaaki Kusakabe : PWRI 0703.21, C Robert L. WnJaw. Michael G. Savage; National Preseat State of Tsuaaml Numerical Research Council ofCanada SI••latioa Chiaki Goto. Kalsuloshi Tanimoto: PHRI 0714.22. A WiDd OD Offshore Platfor.s 0704.21.0 Charles E. Smllh : Minerals Management Service U.S••J.pan Coordiaated Earthquake Restarcb PrOira. 01 Masoary Buildia.s 0715.22. C • Seismic Ttst 01 Five Siory Full Scare Dttp Oce•• Recordi.ls 01 TSUD...is Reillorced Maso.ry Builelia. • (PlIrt %) Fnmk I. Gonzalez; PacifIC Marine Environmenlal Shin OkamOlo. Yulak.a Yamazaki. Takashi Laboratay. NOAA Kaminosono. Masaomi Teshigawara : BRI 0716.22. C 070~. 21, 0 Measure..eal and Modeling 01 Coastal lan.ellee 01 Horizonlal Reillforee..ent on Stor.. Effects lite Shear Resistance 01 Masonry Walls William E. Roper : CORPS Charles W.e. Yancey. H.S. Lew : NlST H. Lee Buller. Andrew Gareia : WES 0706.21,0 0711.22. C laelastic Bebavior 01 Reinforced Concrele StOI'1ll Sarae Modelin. la the United States Brid.e Pier • Elfect 01 Bilateral Loading Chester P. Jelesnianski. Jye Chen. Wilson A. Shaffer : a.d Circular Hollow Section • National Weather Service. NOAA Toshio Iwasaki. Osamu lJeda. Kazuhiko Kawashima. Kinji Hasegawa. Takeshi Yoshida: PWRJ 0718.22. D Tbe Japan Research Pia. 0. Precasl 0707.21.0 Coacrete Seismic Struclaral System U.S. Coordl.altd Protr.. for Masonry ( PRESSS JapaD • Bulldlill Research A Fourth Year Status Shin Okamoto. Shinsuke Nakala. Hisahiro Hiraishi. Jlmes L. Noland: Atkinson-Noland & Associates Takashi Kaminosono. Hitoshi Shiohara : BRJ 0708.21. Z 0719.22. D Mlalster·of·Construction's Alree..en' U.S. CoordIliated Proara.. for Masonry SYlle. I. '.e Bundilll Stalldard Law of Buildi•• Resenth Flhlt Year Status Jap.. James L. Noland : Atkinson-Noland &. Associ..les Tatluo Murota: BRI 0720.22. D 0709.21. Z Des"n Guidelines or Mediu.. Rise RM History or Structural Relulallo. I. Bulldia.s Japaaest Bulldllli Codes and OUIline of yutaka Yamazaki. Shin Okamoto: BRI Wind-Resistant .ad Sels..ic Relulalioas Tsuneo Okada : Institute of Industrial Science. Yuji Ishiyama: Peru OiTice. JlCA University ofTokyo Yuji Ohashi: BRI Akira Matsumun : Kanagawl University Toshiyuki Kubota: Kinlti UniversilY 0710.21. Z Developme.' ..d Enforce..ent of U.S, 0721.22.0 Bulldla. Re.ulations U,S.-Japa. Cooperative Renardl Proara.. J8IIleS G. Gross. Ric;J8td N. Wrighl : NIST .. Hybrid Co.,rol 01 Seis.k RespOilSt or Bridle Structures 0111.22. A Jim Taguchi •Toshio IWllSoW. Yoshio Adachi, Mtteoroloaital Data lrom Hurric.ne Hugo Yasushi Sasaki. Kazuhiko Kawashima: PWRI J0geph H. Golden: NOAA 0722.22. B Lateral Resista.e 01 a Pire Michio Otahara. Shoji Takali. Keiji Tapchi : PWRI - 3~. 0723.22.8 0733.22.8 Major Seismic Buildin, Up,rad.. al I.e DevelopmeDt or E"ectiu Use 01 Ne" La"reace Uver.aore National Laboratory Metalll~ Materials lor BulidiDIS Structures FJ. Tokarz. G.E. FreelanJ : Lawrence Livmn 0731.22.8 0741.22. B Ne" Sela.le Des.a SpeclftcatiOlis 01 Sum.ary Report OD tlte Loma Prieta HI.Ia".y Bridles la Japaa Earthquake 01 October 17, 1989 Toshio Iwasaki. Kazuhiko Kawashima, Kinji Toshio Iwasaki: PWRI Hasegawa: PWRI 0742.22. B 0732.22.8 Experimental Study oa Laleral Flo" 01 Scalle;' oa Mecltaakal Propertin or Ground laduced by Soil Liq.eraction Struclural SIHI, Recentl, Snpplled ia Yasushi Sasaki. Ken-ichi Tokida. Hideo Matsumoto. J.pa. Shoichi Say. : PWRI Hirofumi Aoki: Yokohama NaliooaJ University Himyuki Yamanouchi : 8RI Ben Kato: University orToIcyo - 36- 0743.22. D 0754.23. B Deyelopm,.1 of Adyanced Reinforced Innuence of Embankmenls on the Coarrele Bulldlnls Uslna Hllh-SlreDalh Llquefaclion of Ground CODcrete ..d Rel.force.enl Ya.'''Jyuki Koga. Jun·ichi Kosel.., Takao Shlmazu, Tatsoo Murota, Hisahiro Hiraishi. Takashi Osamu Matsuo: PWRI Kaminosono. Masaomi Teshigawara. Hitoshi Shiohara : DR! 0755.23. B Mallimum Ground Acceleralion on Sol. Clay 0744.22. D Sites ClaaraclerlsliC5 0' Supplemental Dampers Tingley K. Lew : NCEL for EIIrtllquakes Robert D. Hanson: NSF 0756.23. B Broadband Stronll-Motion Seismic 074S.22.D Observation Network Operaled by Japan AD Economic Analysis of Laminated Rubber Meteorolollcal Agency a.d Steel Bearl.. Base lsolalio. System for Masahiko Yamamoto. Iwao Sasakawa. Akira Nagai. Bulldl••s Talceshi KaJcjshita : Japan Meteorological Agency Tingley K. Lew : NCEL Akihiko Wakayama. Koichi {Jhira. Masaaki Seino : MRI 0746.22.C Dama.es Caused by Siorm Surles in 0757,23. B Maldives Seanoor Seismic Network Ollsllore Takaaki Uda ; PWRI Southern California Charles E. Smith: Minerals Management Service 0747.22. A Perlo,.ance 0' Structures in Hurricane 0758.23.B HUlo Distribution 0' Liquefaction in tbe Saitama Richard D. Marshall : NIST Plain by tbe 1913 Kanto Eartbquake and Geomorphological Maps 0748.22. A Tadao Dohi. Talcekazu AUgiri : aSI Tlae Performance of Structures in Hurricane Hllao 1989 • Tile Caroli.as 0759.23. B Peter R. Sparks : Clemson University Damale to Civil Engineering Facilities from the July, 1990 Pbilippine Eartbquake 014'/.23. A Yasushi Sasaki. Michio Otahara : PWRI Probabilistic PerformaDce Goals 'or Wind aDd Tornado Desian 0760.23. B James R. Hill : U.S. Department of Energy Report on Pbilippine Earthquake 1990 James R. McDonald: Texas Tech Universily Shinsuke Nakala : BRI Roben C. Murray: Lawrence Livermore National Labonnory 0761.23. B Recorded Structural Response during tbe 0750.23. A M7.1 Loma Prieta California Earthquake A.alysls 0' Tor.ado in Moba,. City on A. Gerald Brady: USGS December II, 1990 Hiroshi Niino. Tohmosuke Fujitani : MRI 0762.23.B Tatsuo MuroI8. Nobuy~i Yamaguchi. Hisashi Okada Monotonic and Cyclic Loadinl! Tests 01 : DR! Rocklill Malerials Nmhisa Matsumoto. Nario Yasuda. Masahiko 07SI. 23. A OIIkubo. Ryoichi Yoshioh : PWRi Hllrricane HUIO in Penpecliu Peter R. Sparks: Clemson Universily 0763.23.8 Full·Scale StruClural Applications 01 Actiye 07S2. n. A Control Systems B...dary Layer Wind TUDnel Study .. Full T.T. Soong. A.M. Reinhom. Masanobu Shinozuka : Anoelastic Lona Span Bridae Model State University of New York at Buffalo Koichi Yokoyama. Tomoki Kanazaki : PWRI Masahiko Yasuda; Honshu-Shikoku Bridge Authorily 0764.23. B Base·lsolated Bulldlnls ..d Sel.mic Safety 07S3.23.B Eyal...tka. In J.p.D Tile Worldwide EIIrl"q••ke Risk Yoshikazu Kitagawa. Mitsurnasa Mi 0769.23. B 0780.23. B Safety and Economic Benefits Realilfd from Comparison of Responses of a Select UPludiDI the Lawrence Berkeley Labor.tory Number of Bllild!lIJs to the 10/1711989 Donald Eagling : University of California Loma Prieta (C.lifornia) Earthquake and James R. Hill: U.S. Depanment of Energy Low-Lnel Amplitude Test Results Mehmet Celebi : USGS 0770.23. B Loog T. Phan. Richard D. Marshall: NJST Structural RClulalions of Buildinls and Devrlopment of TechnolOlY in Japan 0781. 23. C Yuji Ohashi. Hiroyuki Yam..nouchi : SRI Subaerial a.d Subm.riae Landslide Gener.led Tsunamis 0'771. 23. B James F. Lander: University ofColorado Seismic Hazard Assessment of Liquefaction Patricia A. Lockridge. Herbert Meyers: National Potenlial at Mormon Island Allxiliary Dam, Geophysical Data Center. NOAA California. USA David W. Sykora. Joseph P. Koester. Mary Ellen 0782.23. C Hynes: WES A Study of tlae Effect of Tsunami Bre.kwater by Numerical Simulalion 0772, 23. B Chiaki Goto. Katsuloshi Tanimoto: PHRI Sydem Identification of Spirally Reillforced Circular Bridge Columns Subjecled to 0783.23. C Cyclic Lateral Loading Develop.e.t of Water Level and Wave William C. Stone. Andrew W. Taylor: NIST Helgbl Desi,1I Dlla Martin C. Miller : WES 0773.23. B William E. Roper: CORPS Simplified Procedure for Illspeclini Leon E. Borgman: L.E. Borgman. Inc. Earthquake Aesistant Potential of Hilhway Joannes J. Westerink : University of None Dame Bridge allainsl Soil Liquefaction Ken-ichi Tokida. Jiro Fukui. Hideo Matsumoto: 0184.23. D PWRI The U.S. • PAES5S Program MJ. Nigel Priestley: University of California 0774.23.8 Evaluation and Aepair 01 Major Waler 0785.23. D Aesources Structures for .mproved Sifely U.S.-J.pan Cooper.live Research PrOiram aDd Seismic Stabillty PAESSS, P.rI I: Des•• Trial of 1.5 Story Hilham E. Roper: CORPS Precast Reinforced Cont'rete Buildi.gs Shin Okamoto. Shinsuke Nakata. Takashi 0175.23. B Kaminosono. Hitoshi Shiohara. MilUO Inukai : SRI Shkina Table Tests for Hydrodyn.mic Pressure Actina OD Double Cylindrical Caisson Type Breakwater in Ille Deep Sea TaIJUO Uwabe. MakotoOsada. $ctsuo N CT187. 23. D U.S ••Japan Cooperative Restareh PrOlra. PRESSS, Part 2-2 : StrtnRth 01 Concrete I.ter'ace Subjected to Compression and Silear Shin Okamoto. Shinsuke Nakata. Takashi Kaminosono. Hiloshi Shiohara. Mizuo Inukai : SRI 0188.23. D U.S.-Japln Cooperativ, Research Program PRESSS, Part 3 : Experimental Study on Sltear Walls 0' High·Rise Precast Relnlorced·Concrete Frame Buildings Shin Okamolo. ShinsuJce Nakata. Takashi Kaminosono. Hiloshi Shiohara. Mizuo Inukai : DRI 0789.23. D U.S. Coordinaled Program 'or Masonry .aildings Research : Sixth Year Status James L. Noland: Alkinson·No!and & Associates 0790.23. B Carrent Efforts to Improve the Perlormance 01 Nonstructural Systems Based on Experience 'rom the Loma Prieta Earthquake ROOc:rt Reilherman : The Reithennan Company 0791. 23. D State-ol-the-Art Report on Seismic Desilln 01 Building Equipment and Nonstructural Elemellts in Japan Masaya Hirosawa. Hatsukazu Mizuno. Mil;;umasa Micbiltawa: BRI 0792.23.6 Present Status or IDNDR Activities iD Japan TOj~io Iwasaki: PWRI 0793.23.6 Damales and Lessons from the Loma Prieta Earthquake Slephen A. Mahin: UniversilY ofCalifornia. Berkely 0794.23.6 Damages and Lessons Learned 'rom Harrleane Hugo hler R. Sparks: Clemson University 079~. 23.6 United States Federal Ageuy PrOlrams In Disaster Countermeasures Paul F. Krumpe : Office of Foreign Disasler Assistance. AID Kenneth F. Sullivan: FEMA .19· PUBLISHED REPORTS INDEX of TASK COMMITTEES 4. PUBLISHED REPORTS INDEX of TASK COMMITTEES TASK COMMITIEE ·C· Repair and Retrofit or Existing Stroclures coon.Cl COOll, CI seilmic StreDltlleDI.1 of Old BuUdiDp witb Repair of BODd in RIC Structures by Epox, Modern Codes IDjection Loring A. Wyllie.lr. : HJ. Degenkolb IE. A"sociates Andrew D. Cow~l, Egor P. Popov. Vitebno V. Ber1elO: University of California at Berkeley c0002.Cl Aseismic StrealtbeDinl of Existing COO12. Cl Reiaforced CODuete Buildinls Researcb Project OD Repair and Retrofit or Shunsuke Sugano : Takenaka Construction Co.• Ltd. Buildings Kiyoshi Nakano. Shin Okamoto. Toshiyuki Kubota, coon,Cl Takashi Kaminosono: BRI Repair and Retront or BulldiDls Overview of U.S. ExperieDus coon. C2 • CurreDt Practice and Weaknesses • Develop.tDt of Retrofit Guidelines for lames Warner: Consulting Engineer. Member ofEERI Hilb.IY Brldaes James D. Cooper, Richard V. Nult. Ronald L. Mayes: COOO4,CI FHWA Retronttinll and Repairs or ExistlD, Sleel Bulldial Structures COO14. C2 Hiroyuki Yarnanouchi : DRI Introduction to an Earthquake Evaluation Test for Errects to Retrofit or ReiDforced Concrete c0005,C: Bridle Pier Eltments Seismic EVII.aUOD aDd Rehabilitation of Hud Eiichi Kuribayashi. Shigeloshi Kobayashi : PWRI Residential BuildiDIS G. Robert Fuller: HUD COOlS. C2 CODslderatioas for Retronttinl Bridles COOO6,CI Oris H. Degenkolb: CALTRANS How to Evaluate tbe Seismic Safety of Your House and How to Retront it (ia Jlpanese) COOl6. C2 Department of City Housing. Shizuoka Prefecture Develop.eDt of Post·Earthquake Measures for Buildinls aad Structures DI.aatd by COOO7.Cl Eartllquakes Inspection IDd RetronUiDI for Eartllqlllke Eiichi Kuribayashi, Masaya Hirosawa, TalSuo Murota : Resistaftce Vulaerabllity of Hilbway Bridles PWRI In Japln Euehi Kuribayashi. Osamu Ut.da. Tadayuki Tazaki : COOl1.C2 PWRI Crlterioll OD the EvaluatloD or Seismic Safety of Existial Reinforced CODcrete BuildinlS COOO8.CI Masaya Hirosawa : BRI RelronttiDI BridJes '0 lacrease tbeir seismic Resistance CfXH8. C2 Oris H. Degenkolb : CALTRANS Seismic Resistance or laterlor Partitions Mihran S. Agbabian : Agbabian Associales COOO9.CI Repair aDd Retront Works for ExistiD. COOl9. C2 Hiab.ay Bridles Experimeatal Studies on Retrofitting of T.15oo Asama. Yukilake Shioi. Tadayuki Tazaki, HicSeya ReiDforced CODcrete Structural Members Asa.lum1 : PWRI Y. Higashi. Toneo Endo. Y, Shimizu: Tokyo Metropolitan University COOlO, Cl Preli..inary Report On Fire Testia. of Epoxy c0020. C2 Repaired Sbear Walls Epoxy Repair CODcrete Compontats under Joseph M. Plecnit.. Mai G. Pbam : California State Fir! Exposure Uni..,ersity lose?h M. Plecnik. W. Whitman. H.M. Chan, J. Choa: California Stile University II Long Beach ·.41· COO2l. C2 c0032. C3 Gulden.e for Seismic RetrontUD. D'SIID 01 Retrontted Strudures alaiDst Earlhquake and ElllstlD. RelDforced CODcrete Bulldilill Researela 0_ tllem Shunsuke Sugano : Takenab Construction Co.• LId. Toneo Endo : Tatyo Metropolitan University c0022, C2 c0033. C3 • ep.lr ..d StreD.tileDID. of MasoDry PrellmlBary Report OD Ex,erlmeDtal TesliD• La~nce F. Kahn : Georgia Institute ofTechnology of Epoxy Repaired CODcrele Beams Joseph M. Plecnik. J. OIao. T. Baker. Pei-Horng Kuo. COO23. C2 T-Liang Hsu : California State University at Long Beach Strea.lbeDIDI Effetl 01 EcceDtric Steel Bracts to ExIsUB. RelBlorted COBerete Frames c0034. C3 Shigeya Kawamala, Masaak.i Ohnuma : Tohoku Institute A Rep.lr EftKt or Rd.forced CORcrete Joint ofTechnology Assemblies 5MbJecled Seismic Loads Shinsuke Nabta. Toshikazu Kawashima. H. Sekiguchi : COO24. C2 BRI Seis.lt EuluatioD aDd StreaKlbeDiD. of ExisUDI Multistory ResideDdal BulldiD.S c003S. C3 G. Roben FuUer•.\ndrei Gerich : HUD A RepairiD. Test 01 Full Scale SeveD Story ReiDforced CODcrele BuildiDI Subjected to c002S. C2 Seismic Load Retrontti_. Oil Mediu.-Rise Reialorted Maseya Hirosawa, Shin Okamoto. Shinsuke Nakala. CODcrett HouslDI Siructures Takashi Kaminosono. H. Sek.iguchi: BRI Masaya Hirosawa. Yoshikazu Kitagawa. Yulab Yamazaki: BRI c0036. C3 Seismic Retrofit of Small PumpiDg and COO26.C2 C.loriuUD. Sialion RlllldiDgS StreaKlileDin, Edstln, COD crete aDd Maso.ry leVa! Lund : Los Angels Department of Water and BuUdiDIS for Sels.it Resistaace Power Loring A. Wyllie. Jr. : HJ. Degenkolb &: Associates c0037, C3 COO27. C2 C.mptoD Hotel Rebabilitation Eairtllquake D....e .t Izu.i HI.iI Sthool ID George E. Greenwood: H.J. Degenkolb & Associates 1"8 MIY.II.KeD.Okl Eartbquake a.d MelWs of Repair aDd StreDlthnlDI c0038. C3 M. Yokoyama. Hiroshi lmai : Tsukuba Universlly Outllae of Researtb DB EstimatlD. of D...... aDd Repairs of the Building Damailed c0008. C2 by tile Miya.i.Kea-Oki Eartbquake, June, Soli ModificalioD to Reduce the PoteDtial for 1971 LiqudactloD Toshio Shiga. Akenori Shibata. Massya Hirosawa : BRI James Warner: COIL'lwting Engineer. Member ofEERI c0039. C3 COO29. C2 Tlte Rell.bilitatloa of History CorDer of the Veler.D. Ad.lalstratloD Seismic Correctlo. Sta.lord UDlv.rllty Mal. Quad Prosra. William T. Holmes: Rutherford and Chekene Richard D. McConnell: DV COO4O.C3 c003O. C1 O. tile Developmeal 01 Post.Eartllquakr Elf'eets of lanlls ID Seismic Resistant Meallres for Buildia. aad Structures Oamalled Baildla. by Eartilqa.kes Vitelmo V. Bertero. S. Brakken: University of Masaya Hirosawa. Tatsuo Mumta : BRI Califomia at Berkeley 01041. C3 c0031, C3 Eartltquake Brada. PrOlram United State!i ABtllora.e and DI.,lIra._ SysteDl' for Tilt· Geololie Suney Up·W.1I BuUdia.s Nicholu F. fareD : Forell/Elsesser Engineers Mihran S. Agbabian. R.D. Ewing: Agbabian Associates COO42. C3 Exa.ples of Repair and Retront Work!i on Road Brld.e Substructures Hideya Asanuma : PWRJ - 41. COO43. C3 COOS3. C4 Bridle Ketrontdn. DetaUs Des.. .ad COUlructlo. Schemes for Oris H. Degenkolb : Highway Depar1ment. State of a.lldl••• California L.A. Willie: Degenltolb Ii Association COO44.C3 COOS4.C4 An Invesd.ation iDIO Meillocis 0' CHlp.rilO. 0' Bulldinl Seismic Desiga I. Nondeslructlve Evaluation 0' Masonry V.S. ud J.paa Structures (Rcpo" 011 tile Seeoad U.s.-Japa. Worksbop James L. Noland. Richard H. Atkinson. John C. Baur : 011 tile I.prove.eat 01 Bulldin. Seismic Altinson-Noland &: Associates Dea.. a.d COIllr.elio. Practices) Yuji Ishiyam. : SRI COO4.5. C3 Effects 0' Behniors 0' Rein'orced COIIcnte COO~S.C4 Frames by Addin. Shur Walll EuluUo. OD Positions 01 Dynamic Y. Higashi. Tonco Endo. Y. Shimizu: Tokyo Respollll A..I,III i. Seismic Deslln .y a Metropolitan University '.II-Scale SIlI.Story Steel BulldlDI Siruciure Hiroyuki Yamanouchi. A. Hori. T. Yorno : BRI COO46.C3 Siudies ReBnrdin. Repair and Retronttln. of COOS6.C4 lhe Imperial Counlry Services Bulldin•• EI Overall De.il. Stlad.rd 'or Eanbquake Ceatro. Calilornia Resla...t Capacity 01 Go"er••ental BulldinlS Vilelmo V. Bertero : University of California at Bertceley K. Onisawa. K. Shimizu: Ministty of Construction C0047. C3 COOS? C4 O. Ihe Developmeal 01 POIt-Eartllq••ke Receat Five Yean Source List on Repair .ad Measures 'or Civil ED.haeeria. St...c:tures Rftront for RC Bulldln,s due to Eanbquakes D••••ed by E8rtbquakes Shins.e Nakata : BRI Misato Murakami. Tomomitsu Yasue. Toshio Iwasaki. Yasushi Sasaki. TacWhi Arakawa : PWRI COOS8. C4 POit-Eartllq.ake IBspeetion .ad E".luation 01 COO48. C3 Eartllq.ake D....ed I. Reinlorced Coacrete ReinforciD, Sleel ConsideraUoal UalqH to a.lldia,s Repair and Retront Hisahiro Hiraishi. M. Murakami. Tsuneo Okada. M. James Warner: Consulting Engineer. Member of EERI Ohkubo. S. Obtani. K. Takiguchi : SRI COO49.C3 COO~9. C4 Da....e to Buildinls fro. Urakaw.-Old. Met'" of Te.porary .ad Perma.ent J,p.D. Earthqu.1tt 01 M.rcll 21. 1912 RntoratiOll Applied to Rei.rorced CODtrete Shin Okamoto. Tatsuo Murota. YutaU Yamazaki. Eachi Bulldla.. o..a," by Earthquake boilawl : DRI Manabu Yoshimura. Tsuneo Okada. Toneo Endo. M. OhItubo : Tokyo Metropolitln University cooso. C3 An Overview of the St.te-ol-the Art la C()06(). C4 Seismic Struatbenlnl of Exiltl.. Rei.forced 5eilaic C.paclty 0' Rel.'orced Concrele Concrete Baildln,s a.lldl.,s wllklt S.rrered 1915.9.19·Z0 Shunsuke Sugano : Taltenaka Construction Co.• Lad. Mexko Eartllquke TIUIICO Obda. M. MuraU'ni. T. Minami. N. Ishikawa: COOS .. C3 Institute of Industrial Science. University of Tokyo Vibralion Teslln. of 'D Epoxy.Repalred FOIIr Story Reilllfoned Concrete Siruct.re COO6I. C4 Roger E. School. G. Norman Owen: URSn.A. Blume Se_1e 'nspectloa a.d Retront on NiDe· &: Associates Story RC Bulldla. Da•••ed by the Mexico Eartllq.ake, 1915 COOS2. C4 Masaya Hirouwa. Y. EncIo. T. Hoji. H. Yoshida. H. Research Needs for Rep.lr alld Strftlltltenln. yam.....Tomoelti Akiyna : SRI 01 Reinforced Concrete Floor S". S1IU•• Jack P. Moehle: University of California .43- COO62.C4 coon. C4 Seb.lc Capacity of Relnlorced Co.crete c. D.....ed Aspects aDd Hysteresis Pruperties Story Scllool Bulldinls whlclt Suffered 191$ .ner Rep.lr aDd Iistallation or Non Struetural Mexlto El!rtbqu.ke in Muico City Elemnts Shunsuke SUBano. H. Eto. T. Noji. K. Tamamura : Shinsuke Nakala. AIUo Baba. Hiroshi 110: BRI TakenaJca Construction Co.• Ltd. coon C4 COO63. C4 Stre."lIeniDI or Steel Bulldi.,S I.ainst I.el.stic A..lysls of "e N••lok. Town SCronl Eartllquake. nOlpilal BuildlD, D•••,ed duriD, tile 19.3 Koichi Takanashi. Ben KaIO. A. Tanaka: Institute of Niltonbi·Chubu Ea,.ltqu.ke Industrial Science. University ofTokyo Yutab Yamazaki. Masaya J{jrogwa. Yoshibzu Kilagawa. Masacmi Teshigawara: BRI COO?4. C4 Aa O.Uiae or tile M.Dual 'or RehabilitatioD COO64.C4 of ~rtllq••ke D.....,ed Steel BuUdinl Behavior or ExpaDsioll Aatbor Iolts Koichi Takanashi. Tatsuo Murota. Hiroyuki ronco Endo. Y. Shimizu : Tokyo Metropolilall Yamanouchi. 1580 Nishiyama: University of Tokyo UniversilY c007S. C4 COO65. C4 Enlu.tioD or Seismic ResistaDce Capacity or ExperimeDlal Study of StreDltbeDln. Effeel D...... ed Steel Building Structure OD RelDforced CODcrete Sltear Wall Thicke.ed S. Morino. Koic:hi Takanashi. 'sao Nishiyama: willa Retrofit (Masltiucbl) WIll Universily ofTokyo TetslXO Goto. H. Adachi : BR! c0076. C4 COO66.C4 A. Experiaeltal Study on the Repair of Steel Ptrlor.ance of Rel.Iorced COIIerete Structures Severely Dn••,ed due to Co.poDents Repaired wltll Epo.y Resin Ea....qu.ke A. Tasai. H. Aoyama. S. Ohtani: UniversilY af Tokyo H. Narihara, A. Tanaka. M. Izumi: Taisei Research Institute ofConstruction Technology COO67. C4 A Study on tlte Stre.,.lteniD, witlt CarboD coon. C4 Fiber for El!rtllqu.ke ResistaD' C.paclty 01 Vlti••te StreDatll .Dd Repair Metbod 01 Existi_c Reinrorced COIIcrete CoIU.DS Be....·ColumD CODDedio.s Fabricated by H. Kalsumara. Y. Kobalake. T. Takeda : Ohbayashi Fillet WeidiDI Corporation K. Morita. Koichi Takanashi. Tatsuo Murota : Universily of Tokyo COO68. C4 Study on Retront Method 01 Ellistial c0078. C4 SCrltrtares by Steel Braces wltll D••pers Sels..le Strealtlleni., 0' ReiDforeed BuildiDI M. SeJti. H. Katsumaca. T. Tlkeda : Ohblyashi la J.paa Corporation Shunsute Suganu. Toneo Endo : Takenaka Construction Co.• Ltd. COO69.C4 Sebalc B....blo.,. of ElI.ti.1 RiC Fr••e c0079. C4 Stren,tltened wit.. RetronUl.. Sleel EIe.ea.. Act.al ElI••ples of Seismic Judge..ent for Y. Yamamoto. H. Aoyama: Shibaura Instilule of £xlslln. Bulldi_.s witll or without Technology RetrofiWa. H. Aoyama. Masaya Hirosawa : University of Tokyo COO70.C4 Sels.ic Stre.....e.inl of Edsti_. Reiaforced COOSO.C5 Concrete Bulldi••s by Br.ces ..d Pa.els 01 Recut Seis.ic Coulter.easurt ror E.btlnK Slr.ct,r.1 Steel Buildlnls aDd D••a.ed Bulldinls in Japan Shunsuke Sugano. M. Fujila : Takenab ConslnJC:tion Shinsuke Nakata. Masaya Hirosawa : BRI Co.. Lad. COOSI. C5 Coo7l. C4 Deferril' 'ay.ea" : MaDalement 01 tbe Sei..k la,peedo. ..d Str,.,tlleal., 01 Eartllquake Risk la Ceatral Uaited Statts Public Reialorced COliC rete Bulldia.., Mete A. Solen : University of minois Cilaeny II Case 01 SCliool Buildla,s Masaya Hirosawa. Tomcelci Akiyama: BRI -44 - COO82. C5 COO93. CS Comparison 01 Aseismic Desila betweea U.S. Metllod or StrealtlleDiD. aDd Desilnlnl S1Iear and Japan Conafclors between Existlnl Reinrorced Shin Okamoto. T. Teramoto. T. Ohltoshi : BRI CODcrete Fra.e aDd IDnlled Sleel Brace aDd Pa.,1 ('0083. C5 Y. Yamamoto. H. Aoyama : Shibaura Instilute of Post·lnstalled Ancbor Bolts Subjected to TechnoJoay Tension Y. Hosokawa. H. Aoyama : Universily of Tokyo COO94.CS Utllmate SlIear Strenltll or RelDrorced COO84.C5 CODcrete Me.bers wlt1l EXire.ely S.all A Siudy on Sbear StreDllb 01 Post-IDs..lled SlIear Spa. Ratios ADcllors Y. Yamamolo : Shibaura Instihlte or Technology Tomoaki Akiyama. Masaya Hirosawa. Y. Shimizu. T. Kalagiri : Tokyo Soil Research Co.• Ltd. COO95. C5 Seismic Slre.atlle.IDa 01 an Existlna C0085.C5 Rel.'orced Concrele BuildinlS Aseismic Perlormance aad Strenltbeainl 01 Tsuneo Okada. M. Murakami. Y. Matsuzaki. S. Existing RC Buildial Structures Hayashi. T. Ottla : University of Tokyo Takashi Kaminosono. Tsuneo Okada. Masaya Hirosawa : BR! COO96.C5 Receat Researdl Resulls in StreDllbeDiDI c0086.C5 Metllocts by Sleel Bnce aDd raDel OD ExistiDI Perlormance 01 Buildinll lor "Hilb-Tecb" Rei.lorced CODcrete Frames Industries in Silicon Valley in tbe ROlDa Y. Shimizu. Y. Yamamoto: Technical High School. Prieta Eartbquake Tokyo Institule d Technology Maryann T. Phipps: HJ. Degenkolb Ii Associa1eS COO97.C5 C0087. C5 EllperlmeDla. Study on Mortar JOiDts between Actual Examples 01 Seismic JudlelDent lor Rel.lorced CODcrele Fra.e and Sleel Sbear Existinl Buildinls witb or witbout Brace Retrolittinl T. Katagiri. Y. Yamamoto, Y. Shimizu. Tomoaki Shin Okamoto. Takashi Kaminosono : BRI Akiyama: JIIpIlIl Drive-it Co.• Lid. COO88.C5 COO98. CS ImpliC8ti~ns 01 tile ROIDa Prie" Eartbquake Appllcatioas 01 Retrofil Metllod wltll Carbo. on Buildinl Requirements aDd R...laUODs Fiber ror ExisU.. Rei.lorced CODcrete Franklin Lew: Cily of San Francisco Siruciures H. Katsumata. K. Kimura. Y. Kobatake. K. Vagi. T. COO89.C5 Tanaka. T. Sawanobori : Ottbayashi Corporation Currf!nt System lor IDspectloa I Eval.atioD I Resloration or Eartbquake Da.aled BaUdlDls and its Backlro.Dd aDd Fulure Issues M. Ohkubo : Kyushu Institute of Design COO9O.C5 Recent Researcll - Repair and Slreal,lIeaial or Reinrorced Concrele Stnct.res James O. Jirsa : University or Texas COO9l, C5 Repair, Retrofit and Slren8thalnl or Sceel Buildi_. and Bridles Le-Wu Lu. Ben T. Yen: Lehigh University COO92.C5 Ultimate Seismic Strenltll and Ductillt, IDdex or Reinrorced Concrete luildlals Strenltllened ~Itll Steel Br.e aDd Steel Paael Y. Yamamoto. M.lsaya Hirosawa: ShibalD Institute or Technology ·45 - TASK COMMllTEE -D- Evaluation or Structural Perf'onnance DOOOI. OJ 00012.01 E"aluatioD 01 Bulldi.,. lor Sei••ie: Coaparalive St8dy OD tlte Application 01 Ibe a'SiUaDCe E"al••llo. StaDdard 10 7 Story Full·Scale • AD Overview 01 Probl,., ud (lIftS Itel.lorced CODerete Tat Structure Riclwd N. White: Cornell University Shin Okamoto : IRI DOOO2.01 00013.01 A Metbod lor tbe Evaluatio. 01 tIM Seb.ie: A••IYII. oa Ihe Beb.vior 01 7 Story FuJI· Capadty 01 Edstial Rel.forced COMret, Seale ReiDlorced Con~rete Test Siructure Buildials iD Japa. Manabu Yoshimln = DRI H. Aoyama: University of Tokyo 00014.01 D0003.01 Co.puier A••lysis 0' lite 7 Story Full-Scale Sar,ty Evaluation .1 Existi•• lulldla•• Rei.forced Co.crele Tesl Siruclure J.T.P. Yao: Purdue University T. Kabeyasawa. H. Sbinohara. So Ohlani. H. Aoyama : University of Yokollama DOOO4.DI It. Methodology to E"aluat, the Vulaer.bmly DOOI~. 01 or BuildiD,S to Eartllquake Dama,e '05I·Eartlaquake Evaluation 01 aa Essential Sigmund A. Freeman: Wiss Janney EIsIner Auociafes ,.dlity R.O. Jchnston: Brandow and Johnston Associates 00005.01 Pr.e:lical Ap;tlicatioD 0' til, E"al..tioD 00016.01 StaDdarel ia Spednc Earthqu.ke Hazardous M'tbodololles lor I...edlate JUd,emeDt OD Loulity the Saf,ty of D....led Strurtures Tsuneo Okada : University ofTokyo MMaya Hirosawa. Tusuo Murota : DRI DOOO6.01 00017. Dl Seismie: Hazard EvaluadoD Mctllocls or Post·Eartllq.ake Eval.atlo. MetllodolOlies or ExisdDI BuildiDIS S.Iety or SlrucI.res H.S. Lew : NBS Peter Gergely: Cornell University 00007.01 00018.02 EvalaatioD a.d ScreeDi.. or Lar., Gr••p. 01 E.pert Sy.te.. lor Salely Evalu.lion of Buildi"IS E.i.IID, Str.d.res Mihran S. Agbabian : Agbabtan Associates J.T.P. Yao: Purdue University [)()()()8.Dl 00019.02 Strudural Evaluation 0' Muldstory Ulti••te.State Des.. A.alysls of RIC Wall Reside.tial BuildinlS 'or Sei••ie: Re.islaDt, Fra.e Str.l.res G. Raben Fuller: HUn T. Kabeyasawa :Uni~ty of'ickohama DOOO9.01 00020.02 SuDtmuy 01 Various Co.p.t,r 'roan•• to Sa'ety EVD...lioD or Sever.I D.magtd Evaluate Structural 'erlo....a.ce ".iDSt ••ildiDII •A' ....ress Report Earthqu.ke Excitallons J. Stephens. JoT.P. Yao : Purdue University H. Aoyama : University of Tokyo DOO2I. D2 00010.01 £••I.allo. 01 Dya.Dtle Characteristics of a Seis.le: Evalu.lion 01 E:dsUDI Buildi8" Loa. Sp.. Sleel TrUll Struclure Excited by lacorpor.tin. Uncert.inty .nd Ulilizi•• V.rtlcal GrouDd MolioDs Mie:rCKomput,rs Makoto Warabe. Hiroyuki Yamanouchi. T. Minami. Yo O.C. Han : University ofCalifornia Maekawa. H. Miyanag•• T. Morimoto. K. Mizutori : Tokyo Metropolilal'l University 00011. D1 CompO.'Dt Mode Melhod iD ElatD.al. DOO22.D2 A..ly.is a.d lis Applic:atioDs to Bulldi. Reliability or D••a.ed Reln'orced Concrete Siructures of NuaerOtlS Dean'·or·F...... Fr••,. M. Izumi. H. Katsukura. M. Tlkita : Tohoku University C. Meyer. M.S.L. Roufaiel : Columbia University .4(, • 00023. D2 00035. D2 Ob~rV8'ioa 01 Ear.bquake Response or Kurayoabi City East Buildinl Da.a.,d by tbe Reinrorced Coacre'e Weak·Model S'ruc'ures 1913 Tottori EQ Tsuneo Okada. R. Tamura: University of Tokyo S. Ohtani. K·N. Li : University of Tokyo D0024. D2 00036. D3 Rapid aDd De.ailed EvaluatioD Oil a Medi..m Seismic PerlormaKe 01 ExistlDI BuildlnlS Tall RiC Building A PrOiress Report - K. Shimizu; Ohbayashi Corporation Richard N. While. Peter Gel'Jely : Cornell University D0025.02 D0037.03 A Quick ADalysis or 'be ATC Bencbmark RIC Rapid Evaluallon Metlaodolc)lles Nine Siory Building Sigmund A. Freeman: Wiss Janney EIstner Associates Shin Okamoto. K. Watanabe; DRI 00038.03 00026.02 Comparathe Siudy OD the Application 01 tbe Rapid Evalualion Metbodololies U.S. aDd Japan Rapid Evaluatlob Metlaods to Sigmund A. Freeman: Wiss Janney Eistner Associates Bencll••rlt Str~tures Shin Okamoto. Masaomi Teshigawara : BRI 00027.02 Seismic Hazard Evaluation or Holiday laD 00039.03 Jack P. Moehle: University of Clilifornia Seismic Caparity Evaluation 01 Exisling SRC Bulldlnls 00028.02 H. Aoyama : University ofTokyo Inelaslir Seismic Tesls on a F.n-~ale Six· Story Concrele·K Braced Sleel Buildinl DOO4O.03 ·U.S.·Japan Cooperathe Resurch Program· SumDiary 01 Firsl U.S.-Japan Meetinl on HiroyukJ Yamanouchi. Milsumasa Midoribwa. I.proyemen' 01 BuildiDI Seismic Desiln aDd Toshibumi Fukuta : BRI CObstruction Practices M. Ozaki : Chiba University 00029.02 Detailed Seismic Eval..alion or a Full-Scale 00041.03 Six Story Steel Building Review 01 ReceDt U.S. Activities in (U .s.-Japan Cooperative Program) Evaluation Melhodololies G.C. Han : University of California G. Roben FuDer: HUD 00030.02 00042.03 Seismic PurormancI Ewalualloo or Concrete Draft or G.ideliDI 'or Post-E.rtbquake and Steel Siructures IDspection aDd EvaluatioD 01 Eartbquake H.S. Lew : NBS Dama.e in Reinforced Concrele Bulldinp and ita Appliea'loD to tile Na.loka TOWD OOBl.02 Hospital BulldlDI A Quick Analysis 01 the Imperial Country Tsuneo Okada. Masaya Hirosawa. Hisahiro Hiraishi. Services Buildings lor Seismic Resistaul Manabu YOFhimwa : University orTokyo H. Aoyama : University of Tokyo 00043.03 00032.02 Emerlency SlaDdard lor Classification 0' Risk An Example and an Opinion on Scope of Levels 01 Earthquake D••qed Reinforced Strenglh Evalua.ion for Building Siruciures Conerete Bulldinls Mete A. SOlen: University of IUinois S. Ohtani : University of Tokyo 00033. 02 DOO44.03 Evaluation 01 the Imperial Counlry Services Dralt Standard lor Evalu8tloa or Seismic BUilding Performaace 01 Rei.lorced Coacre'e Block G.C. Hart : University of California Masoary Sc:llool BulldlD. la Japa. Tsuneo Okada. Y. Ohwacla. H. Kimwa : University of 00034. D2 Tokyo Damage and Analysis 01 Namloka Tow. Hospital Damaled by Ihl Nihonkal·Cllub.. DOO4S. D3 Earthquake. 1913 Eartllquke Oiller••lion 01 tile Filtll B.lldia. Shin Okamolo ; DRI Yutaka Yamazaki: BRI ·47· TASK COMMITTEE "E" Ground Motion and Seismif. Design Forces Program EOOOI, EI EOOII. EI Some Enlineeri,.. AspeclS of Ground Motion Seismic Desiln Criteria to Meet Probabili~tic Claarec:leristks Clarined frelm PWRI Array Performance Goats Obserutlon Records James R. HiU. Roben C. Murray. Stephen A. Shon : Ken·ichi Toltida. Keiichi Tamura. Koh Aizawa: PWRT U.S. DelJlU1rnenl of Energy EOOO2.EI Eoo12. EI Siudy or all Assessmenl for Site ErreclS or Deterministic Seismic Deslln and Evalualion Seismic Sirolll Motions Criteria to Mett Probabilistic Performance Eiichi Kuribayashi. T. Jiang. Tadashi Niiro. H. Goals Nagasaka. S. Kuroiwa. SOOlO Nishioka; Toyohashi James R. Hill. Slephen A. Short. Roben C. Munay. University of Technology Thomas A. Nelson; U.S. Depanmenl of Energy E0003.EI EOOI3. EI Tlte Seis.otec:lOllic Basis ror Earlllquake Seismic Loadinl and Salety Evaluation ror Hazard Assessmellt in the Uniled Stales Bulldlnl Code In Japan Paul C. Thenhaus : USGS Yoshikazu Kitagawa: BRI EOOO4.EI £0014. El Hislory and Slatus of Sironl-Motion The Application or Eartbquake Hazard Eartbquake Measurement ill Japan ASHssmealS to Buildinl Codes in tbe United Keiichi OhLani : NlED Statts Edgar V. Leyendecker: USGS E0005.EI Eartbquake Hazard and Risk (Loss) EOO15. EI ASHssment Tte:hDiqufS In tbe United Siaies • JapanCH EllperleDce wltb Seismic Design aad A Review· Response 01 Port and Harbor Structures S.T. A1germissen : USGS Susumu lai. YasllO Matsunaga; PHRI EOOO6.EI Seismit Hazard Assessment - States of Practice in Japan - Hiroyuki Kameda : Urbar, Earthquake Hazard Research Center. Disaster Prevention Research Institute. Kyoto University E0007.EI Ea.ineerili. Risk Assessment 01 Seismic Ground Motion aDd Ground Liquefaction Ken·ichi Toltida. Keiichi Tamura. Kola Aizawa : PWRI EOOO8.EI Tlle.atit Mappinl for Hazards by Ille Geo.raphic:al Survey Institute Tadao Dohi. ~-.1asaharu Tsuzawa ;OSI EOOO9.EI Seismit Hazard and Ground Motion Studies In J.,a. - A Study Perspective - Tsuneo Katayama: Institute of IndllSlrial Science. University ofTolcyo EOOIO.EI Cbaracterization 01 Earthquake Ground Motions and Desiln Earthquake Loadin. 01 HI.Ia.ay Brid,es Kazuhiko Kawashima: PWRI ·48· TASK COMMITTEE RF" Disaster Prevention Methods for Lifeline Systems R)()()J. F2 FOOI2.F2 Systems Aspects 01 LileUae ED.lneerI8. Liquefaction Damale and Analysis of Masanobu Shinozuka. M. Kitaura., F. Yamazaki : Uader.round Teletommunicatlons Facilities Columbia University Shiro Takada. T. Sawahashi : Kobe University R)()()2. F2 FOOI3. F2 Development or Model lor DttermlaiD. Field Observations oa TelecommunicaUoas Dilfereatial Seismic Grounel Motion Facilities A. Zerva. A. H·S. Ang. Y.K. Wen: University of MasahiroNakano. H. Uematsu: N.T.T. Illinois FOO14. F2 RlOO3. F2 Seismic: Performance of TelerolDmunicatlon Wa"e Propalation Erretts 011 Buried Pipelines Network System Douglas J. Nyman: NTS/SlJUClIni Mechanics M. Miwa : N.T.T. Associates FOOlS. F2 FOOO4.F2 Seismit Risk and Assessment or Lireline Beha"ior or Buried Pipelines .nder La,.e Systems Grouad Delormations in Eart.quakes HiroyuJci Kameda. Tadanobu Sato ; Kyoto University Teoman Aliman ; University of Tulsa F0016. F2 RlOO5. F2 SeisIDie: Analysis or Lifeline Networks Methods of Testing Buried Lifelines ill the Hideji Kawakami: Saitama University USA J.L. Merritt: Merrill CASES. Inc. FOO17. F2 Aseismic Desiln 01 Telttommuaications RlOO6.F2 EquipIDent Based on Earthquake Observatioas Seismic Perlormance 01 TelecommUlIlc.tioDS 01 Buildiags Struttures and Equipmeat Yuji SalO. Hisanobu Akagi : N.T.T. Jeremy Isenberg; Weidlinger Asscriales FOO18. F3 F0007. F2 Damage or G, Plpelint rrom Chiba Tobo-Oki Researcb and Development i. Seismic Earthquake MllIlalion or Telecommunication Systems la Tadao Mashimo : Tokyo Gas Co.. Ltd. CANADA A. Tang: Northern CANADA Telecom Ltd. FOO19. F3 Seismit D.malf, Design and Researtb Needs FOOO8. F2 of Buried 'Wattr Llfeliaes Earthquake Requirements lor LeOll Ru·Liang 'Wang; Old Dominion University Teletomlllunications Equip...t J.W. Foss; Bell Communications Research. Jnc. F0020. F3 Da.a.e to B.rled Llrelines due to RlOO9.F2 Llquetactioa • I.duced Ground Displacement ExperlIDents and Field Obser.ations of Masanori Hamada: Takai University Seismic Protection on Co_,_ter Facilities I-Kwang Chang: International Business Machines F002J.F3 Corporation Quantitative Relationship between Ground Conditions and PipeliDe's Damale RlOI0. F2 Susceptibility Earthquake-Resistant Desil_ 01 UndergrotiDd NobuaIci Nishio : Tokyo Gas Co.. Ltd. Pipelines Toshio Iwasaki; PWRI FOO22. F3 Mallunction Analysis 01 Roads aad Streets RlOll. F2 durina Earthquake i. Japan Finite Gro.nd SIrains Induced durinl £lichi Kuribeyashi. Jiang Toog. Tadashi Niiro. Wataru Earthquake lor Applitallol to Seismic Deslln Kyaltuno : Toyohashi University ofTechnology 01 Underground Pipelines Kazuhiko Kawashima. Keiichi TIIIlUI'a. KoII Aiza.,a : PWRI ·"9· RlO23. F3 FOOH.F3 Analysis on The Finite Ground Strains Asel••k Desl.. lor Telep.o.e T•••el ladllced during Earthquakes Koji Va.i. TadInobu Suzuki. HiroIki Mauai : N.T.T. Yasushi Sasaki. Keiichi Tamura. Koh Aizawa: PWRI F0034.F3 RlO24. F3 Au'ylic.' S••d, oa 0,11... Deal.. for Pipeline Field Experiment a' Parkfield, CA BUt IIOI.ti08 Sy.tt. kremy Isenberg. Edward Richardson. Hiroyuki Kameda. Hideyo Suzuki: Toltyo Electric Power Co. lbomas D. O'Rourke: Weidlinger Associates Rxm.F3 RJ025. F3 Ear.lIquke H.zard Milipiia 101' a Larat PWRI Observation Station of Seismic Me.ropoll... W••er DI'lrlc. Response of Pipeline Gary M. Snyder: Metropolitan Ww:r District or Toshio Iwasaki. Osamu Ueda. Kazuhiko Kawuhima, Soulhem California K.inji Hasegawa: PWRI F0036.F3 RlO26. F3 Llfellae aaaard Mill.a.lo. l.roa.1I Stratetlc Loading Test of Shield Tunnel Spet:lmeas I.d...rial Pla••la. Subjected to Alternative Axial Loading Maryann T. Phipps: HJ. DeSenkolb a: Associates Kazuhiko Kawashima. Hideki Sugita. Takashi Kano : PWRI F0037.F3 Early Post Eartllqu.te D••••e De'tt:lioa for R>027. FJ L1feli.e S,.le.s Seismic Retrofitting of Bridge Columns for RooaJd T. Esuchi. Jon D. Chrostwski. G.M. Lee : Enhanced Shear S.reng.h and Fluural Dames a: Moore Ductility MJ. Nigel Priestley: University of California F0038.F3 M••••e.e•• S.ratealH ••d P.bllc Educ:.UoD F0028. F3 RnalirefS lor L1feli.e S,lle., durlD. Bridge Seismic Re'rofit Progra.. for Eartllquke. California Hilhway Sys.em Peter R. Lucarelli: Los Anaets City Fire Department James E. Roberts: CALTRANS F0039. F3 R)()29. F3 Aa Expert 8ym. 10 Aid RQIOfIlioD Works Reliability and Risk Assessment of Lifeli.e ••ala'I Sell.k D••••ed Teleco••••ic••io. Systems B.rled Plp.llae. Masanobu Shinozuka. Hiroyuki Kameda : Princeton Shiro Takada : Kobe University URiversily RXJ30. F3 Earthquake Physical Damage aDd F.nctional Serviceability of Simplified Models 01 Lifeline Networks Hideji Kawakami: Saitama University RX>31. F3 Identinution and Upgrading of Critical Components lor Improving Seismic Reliabili'Y or Larae Lifeli.e Nelworks Tadanobu Sato. Kenzo Toki. Tomihiko Sekiya : Kyoto University F0032. F3 Recent Research Works on The Preventive Measures of Buried LifelhltS lor LiqllelKlIoa Makoto Kawamura. Eiichi Kuribayashi. Shigeki Tsuchiyama. Akihiko Ogino : Toyohashi University of Tecbnok>gy .~. TASK COMMl1TEE -H- Soil Behavior and Stability Durina Earthquakes HOOOI. HI HOOII. H2 SPT lor LI e'lIet_ .".....ce E.llutlo•• Da.a••s or Dikes by th. 1983 Nibonbi •S..t.-of·t ·Art a" '.t.re Req.lre..... CII.bu Earlhqulke and tbeir Remedial Works Jeffrey A. FImr : Enlineailla and Resnl'Ch Caller. Kazuya Yamamura. Yasushi Sasab. Hideo Nakajima. BUREC Masakazu Takahashi: Nihon Univr-sity HOOO2.HI HOO12. H2 F••d...... 1 St.dy .. tile SPT Experi.'."1 Study OD the Deep MilliDI MImoru Fuyuki. Kuuma UIo : Tobi Univenily Metllod as a Countermeasure againsl LlqUtllctIon H0003. HI Yasuyuki Koga. Osamu Matsuo. Jun-ichi Koseki. I. Sit. T"t 'or A...... Llqae'lctioa Minoru Enokida. Takashi Matsuda. Kichio Suzuki: Pote.Ual V.I.. Vllwa., Coae Pe.etr~.t.r PWRI Vllushi SISIki. Yasuyuki Kop. Yoshihiro Ito. Tibo Shinwu. Masuo Kondo: PWRI Hool3.H2 Aa Applicltion 0' Dynamic Compaction to a HOOO4.HI Coal Y.rd in Japan C~Plrlti.. Stady III V.rM. P~.etrltlo. Susumu Yuuda. Hisashi Tsuchiya. Naonobu Narumi : Tnta I. GrNad tut V_rw••t LIq.efactlo. Kygshu Institute of Technology dul•• the 1913 NI...... i·C...b••ad 1964 Nil.... Eart..q....es HOO14.H2 SIloru Ohya. Tsuneaki IWIIIki. Mikio Wllwnatsu : Aa Exp.rim••tal Study OD tbe Manhole OYO Corprnlion StlbillEl_. Te~hIIiques alainst Liquela('tion Masahiro Nakano. Yasushi Sasaki. Masaaki Yoshikawa. H0005. HI HiroIIki Hattori. Masanobu Arano : NTT Tsukuba Field A New Crlttrlo. 'or Aueula. LIq.ellletioa Enlineering Development Center Poleatlll 01 JapaBne Pert Aru by U.iD. SPT ~·Val.t HOO15. H3 Susumu lai. Hajime Tsuchida.. Katsuhiko Koizumi : Str.ltly lor R.medill Treltm.nl 'Iainst PHRI Liquefiable Soil • A Proposal or Blsic Concept • HOOO6.HI Yasushi Sasaki : PWRI Llqae'actioll St.dies I. tile I.perlal V.lley. Call'onia HOO16. H3 T. Leslie Youel : BriShlm YOUR. University D•• oa Liqu.nlble Foundation : Safety Autu.eal aad Remediallon HOOO7.HI W.D.L. Finn. Richard H. Ledbetter. R.L. Fleming. Jr.. Provislo.s or Soil L".Iactio. Spedned I. A.E. Templeton. T.W. Forrest. S.T. Stacy: University C.rr••t Japa.tIt Daip Codes or British Colombia Toshio Iwasaki: PWRI HOO17. H3 HOOOB.HI Silike Tlble Tests on Llterll Ground F\ow Des.. 01 VIed.ct C.....rI.. tile Errecta 0' I.da~td by Soil Liquda~lion SoU Uq."lctlo. Yasushi Sasaki. Ken-ichi Tokida. Hideo Matsumoto. Kozo HiIUChi. Mitslllll Goeo : Honshu-Shikoku Bridle Shoichi Saya : PWRI Authority HOO18. H3 HOOOlJ.H2 Na.are 0' Laltral Soil MovelDtDI Induced by R••edlal Trelt•••ta ., Liq••ftable Sol.. Eartllqa.kt Liqudaction Carre.tly V_ i. J.,. IkIlO Tobata. Yuklo Taman. Kazuhiko Yamada : Vasushi Saaki : PWRI University of Tokyo HOOIO. H2 HOO19. H3 a.sk Couideratloll ,. Dnlaala. tile Area 01 A Si.plin.d Proc.dure for the Analysis or Ille GrOliad Co.,lIetlea • a Rt.ed••1 Ille P.r••anl Gro.lId Displacement Measare .,llall LIq••IIo. Susumu Yasuda. Hideo Nasase. Hiroyoshi Kiku. Yutaka Susumu Iai. Selsuo NodI. Hajime Tsuchidl : PHRI Uchida : Kyushu InSlilule of Technology H0020, H3 H0030, H3 ERective Stress Analysis of a Sbeet Pile Liquefaction Indut:ed Beha~ior .nd QUly Wall Remediation lor Mormon Island Dam Susumu lai. Tomohiro Kamoota : PHRI Richard K Ledbetter. W.D.L. Finn, J.S. NICkell. R.E. Wahl. Mary Ellen Hynes: WES HOO21. H3 Por, Pressure and Residual Strain of Saturated HOO3I. H3 Sand and Sof. Clay Subjected to Cyclic Soil Improvement Area ••ainsl Liquefaction LoadiDI Susumu Iai. Yasuo Matsunaga: PHRI Masayuki Hyodo. Kazuya Yasuhara; Yamaguchi University H0032,H3 Aulysis 01 Liqueraclion Dam'lles and HOO22.H3 A.His••tie Countermeasures for ConduilS Developme.t of Liquefaction Seasor Koji Yasi, Shunji Nagamachi: NIl' Tsukuba Field Susumu Yasuda. Iwao Morimoto. Yoshihisa Shimizu: Engineering Developmenl Center Kyushu Institute of Technology HOO33.H3 H0023. H3 Ge.tle·Slope Bank and Super Embankmenl Simplifaed Examina'iolt Method of the CODstruction Project of the Sumida Riur Stability of Bridles Considerinl the Errects Kacru Kusano : Institute of Civil Engineering. Tokyo or Soil Liquefaction Metropolitan Govemmenl Ken-ichi Toldda. Jiro Fukui. Hideo Matsumoto; PWRI H0024.H3 Seismic Desiln for Road Brid. Consideri•• Soil liquefaction • SeislDic DesigD Specirications of Road Bridge and its DesllD Example • Katsuya Wada. Toru Terayama; MetropOlitan Eltpres5way Public Corporation HOO2~.H3 Seismic Stability or Strudarts luried in Liquefiable Sands alainst Uplift Yasuyuki Koga. Jun·ichi Koseki : PWRI H0026.H3 A Study on the Errects or Ground DisplacemeDt CORditlonl on Eval.,till& the Relistivity or Pipelines in the Liquefaction Areas Eiichi Kodama. Shin-ichi Suzuki: Tokyo Gas Co.. Ud. HOO27. H3 Co••termeasures aillinst Liquefaction in Japan - Types aad Futures 01 tile Methods Yukihisa Tanaka. Yulaka Nakajima. Hideo Tsuboi : lnslitane of Electric Power Industry H0028.H3 Sever.1 ApplicaCions of Counter.f.sures ."IDSI L1quefaclioD at Artllicially Red....ed Lands in J.p.n Susumu Yasuda: Kyushu Institute of Technology H0029.H3 Liqudaction Resistance Desi._ of Iht Trans Tokyo B.y Hi.h.ay Tomoji Hirukawa. Toshihiro Meta. Y. Kawase. Y. Mizulani. M. Ohra. HisalO KaIO. S. Nakamura: Trans Tokyo Bay Highway Corporation ·52· TASK COMMI17EE "I" Stonn Surge and Tsunamis 10001.12 10011,l2 Decay of the Initial Crest of the 1960 Chilean Tsunami Propagation from a Finite Source Tsunami : Scattering of Tsunami Waves George Carrier: Harvard University Caused by Sea Mounts and tbe Effects of Dispersion 10012.12 Yoshinobu Tsuji: Earthquake Research InstilUle. Hydraulic and Numerical Experiments of Non University of Tokyo Linear Dispersive Waves ia Two-DimensioDal Wave Basin 10002.12 Fumihiko Imamura. Nobuo Shuto : Tohoku University Oa Frequency Modulation Observed in Two PacTOP Deep Ocean Tsunami Records 10013.12 Frank I. Gonzales: Pacific Marine Environmental On Momentum Exchange or a Tsunami Bore Laboratory. NOAA at a Shoreline Harry Yeh : University of Washington 10003.12 On the Generation Medlanism 01 the Low 10014.12 Frequency T Phase due to Tsunamigenic Least Squares EstimatioDs of a Tsunami Earthquakes Source from Wave Records Shin-ichi Iwasaki: NIED Harold G. Loomis: University of Hawaii 10004.12 10015.12 Modeling Implication 01 the 1985 Chilean Numerical Simulation as a Means of Warninll Tsunami for Near-Field Tsunamis Gerald T. Hellcrstreit. M.S. Mouslafa : Science Nobuo Shuto. Ch,aki GOIO. Fumihiko Imamura: Applications International Corporation Tohoku University 10005.12 100\6.12 Obsenation of Standing Edge Waves Trapped Numerical and Hydraulic Modeling Flooding on the Shell 01 Makurazaki Coast Charles L. Mader: Joint Instilute for Marine& Yoshinobu TsujI. Takashi Yanuma: Eanhquake Aunospheric Research. University of Hawaii Research Instilute. University uf Tokyo 10017.12 10006.12 Experiment on Two Dimensional The Criteria for Identification of Tsunami Transformation of Non-Linear Long Waves Events Likely to Produce Far-Field Damage. Propagatiall on Slope A Data Application Takaaki Uda : PWRI Palricia A. Lockridge: National Geophysical Data Center. NOAA 10018.12 Numerical Computation of the Ts.nami Run 10007.12 Up Impulsive Foree of Timbers Drifted by Zygmunl Kowalik: lnstilute of Marine Science. Tsunamis University of Alaska Hideo Matsutomi : Akita University 10019.12 10008.12 Inundation and Tsunami Waves Simulation Models of Timber and Oil Spread George D. Curtis: Joinl Institute for Marine& due to Tsunamis Aunospheric Research. University of Hawaii Chiaki Goto : PHRI 10020.12 1(XX)9.12 Urban Ptanning for Tsunami Hazards Stem Waves and Hexallonal Wave Pattern in - Grays Harbor, Washington and Lima, Peru Shallow Water Jane Preuss: Urban Regional Research Sung 8. Yoon. Philip L,-F. Liu : Cornell University 10021.12 10010.12 Ocean BOllom Pressure Gauge for Tsunami Numerical Simulation and Experiment on Warning System in Japan Tsunami Run-Up Masami Okada : MRI Shigeru Yamaki. Takaaki Uda : I.N.A. Civil Engineering Consultants Co.• Lid. ·53 - 10022.12 AutOlllatic Estimations or Ts....! Risk Follo",inl a DiSlant Earthquake Usinl th, Ma.tle Mal"itude Mm. Emile A. 0kaI. Jacques Talandier. DoIninique Reymond ; Northwestern Univer.;ity 10023.12 Ru.·Ti.e Determination 01 t:.tllquake Source Paralll,ters and its A,,,icatioll to TI....i WarDlnls Kenji Sakale : University of Michigan 10024.12 Assessmenl or Project THRUST : Pasl, Present, Fulure Eddie N. Bernard: Pacific Marine Environmental Laboratay. NOAA • S4. TASK COMMITIEE "J" Wind and Earthquake Engineerinc for Offshore and Coastal Facilities JOOOL J1 JOOI2.JI Outline 01 tbe spetinC.tioDs lor Earthqu.ke Future PrograDls at CODcrete Division, PWRI Resistant Desiln 01 HilbwilJ ilridles in Japu ShigetoShi Kobayashi : PWRI Toshio Iwasaki: PWRI 10013. JI J0002. J1 Researcb Plan OD Eartllquake Resistance by OutliDe 01 tbe Spednc.UoD. for Foundation EnllneerlD. Division Substructures or Hilbway Bridtes in Japa. Kazuya Ohshirna : PWRI Kazuya Ohshima. Koji Kaminaga : PWRI JOOI4.11 J0003. JI Behavior of Coacrete Filled Steel Tubes SeisDlic Desiln Forces 01 Hia...... y Brid.es in (Part·3 Beam·Colum. Members) JapaD Shoichi Sacti. Toshitaka Miyata. Koichi Minosaku : Kazuhiko Kawashima: PWRI PWRJ JOOO4. Jl JOOI5.11 Experimental Study of Emba.kmen. on SUdy Future PrOlrams at Ground Vibration L.yers DhlsloD Tadashi Arakawa: PWRI Tadashi Anltawa : PWRI J0005.J1 JOOi6.11 DYnamic RespoDse A~.lysll lor Seismk Future PrOirams a~ Eartbquake Enliaeering Design 01 Hi.llway Bridges Divlsloll, PWRI Ryoji HaglwiVlI : PWRI Toshio Iwasaki: PWRI JOOO6.J1 JOCI7. Jl Ductility Demand for Bridge Piers Eartbquake Resistant Desiga and Tests 01 tbe Shigctoshi Kobayashi. Hirotaka Kawano: PWRI Kataslllna·Gawa Bridge Tsutomu Kadotani. Hiroshi Yoshida: Japan Highway J0007. JI Public Corporation , Eartllq.ake ResistaDt Desi,D or Tokyo Bay Crossinl Bridle JOOI8. J1 Shin-ichi AnOO. Tomoji Hirukawa : Japan Highway ObservatloD 0' tile Behaviour 01 Multi·SpaD Public Corporation Coatlauous Girder Bridles Hiroyoshi Miyauchi : MelJOpO.:"lI'I Expressway Public J0008.JI Caporalion Earthqu.ke Resistance Desl.a 01 tI., Meiko Nisbi Bridge JOOI9.JI Michio Takahashi: Jap.m Highway Public Corporation Future PrOirams of Hansilin Expressway Public Corp. JOOO9. Jl Hiroyuki N~ima : Hanshin Expressway Public A Dyaamle Analysis of a Mahi·SpaD Ccxporalion Co.tinuous Bridle Mits\lO Hara : Metropolilan Expressway Public J0020. JI Corporation Earthquake Rnista.t DesllD 01 Akashi Kailtyo Bridle JoolO. JI Marnoru Yamagata: Honshu-Shikoku Bridge Authorily Earthquake Rulstant Desi.a for Cable StaJH Bridle J0021. J1 • AJI.awa Bridle, Hanshin Expressw.y AASHTO Guide Speclfleatlon Susumu Erni. Hiroyuki Nakajima: Hanshin EJ.pressway Seismic: Desll. for Hilhway Bridles Public Corporation James D. Cooper: FHWA JOOI t.J1 J0022.JI Eartbquake Resistant Deslla or Ba.lI05u Seismic: Resistant Bridle Deslln Criteria in Viaduct e.1l1or.la Kozo Hisuchi : Honshu-Shikoku Bridge Authority James H. Gates: CALTItANS - 55- J0023.11 J0035. JI NBS Larlle Suit Seiimic: TeuiDg Project NSF ProRram H.S. Lew : NBS John B. Scalzi; NSF J0024. Jl Transportalion Research Board Bridle J0036. ]1 EDliD.erinl AClivities Prosp.rtlve Experimental Researcb on Bridge Lawrence F. SpauJC ; Transportation Research Boord Structures at the National Bureau 01 Standards H.S. Lew : NBS J0023.JI BOI Girder Bridg. HiDge ReslraiDer Tesr J0037. JI Program FHWA Program 01 Eartbqu.ke EngineeriDI Lawrence G. Selna : University or Calirornia Research James D. Cooper: FHW A J0026. JI Implementation 01 Ihe Analytiul Capabilities J0038.Ji Required lor the Aseismic Design 01 Bridles Research at the Cali'oraia Department or Roy A. Imbsen : Engineering Computer Corporation TraDsportation James H. Gates: CALTRANS J0027. JI Seismic Response 01 Meloland Road Overpau J0039. ]I Stuart D. Werner. M.P. Levine. J.L. Beck. Sami F. National Cooperative Highway Researcb Masri : Agbabian Associates PrOllram Lawrence F. Spaine ; Transportation Research Board J0028. J\ Bridge FouDdation Problems J0040. J2 Richard W. Arden: S.E.A. Jnc. Consulting Engineers I Basic Design Considerations 'or U.S. LoftK Planners Span Bridles Relative to Wind Robert H. Scanlan: Princeton University J0029. J1 Full-Scale Dynamic TesliDls and Earthquake JOO4I. J2 RespoDs, Characteristics 01 SuspeDsioD Wind Resistant DesilD 0' HiRbway Bridle iD Bridgu Japan Ahmed M. Abdel-Ghaffar : Princeton University Hirohiko Talla. Koichi Yokoyama, Hiroshi Salo : PWRI ]0030.]1 J0042. J2 AASHTO and Bridle Eartllquake EnliDeerili1 New Spednulions lor Earthquake .e5istaar Jack Frtidenrich : New JCf3CY Depar1ment or Desilln 01 Hilhway Bridles ia Japan Transportation Eiichi Kuribayashi. Toshio Jwasaki. Osamu Ueda : Toyollashi University or Technology ]0031. ]I Seismic Design GuldeliDes lor Hllhway J0043. J2 Brldlles Seismic ADalysis and Design or U.S. • A Briel Overview Conceralnl their Use Highway Bridles James Dodson : Nevada Depanment or Transportation James H. Oates: CALmANS .J0032. 11 JOO44. J2 Highway Ilrktlle Desiln Specifications lor Study on Wiad-R.sisla.t Desiln 'or Cable. Seismic Loads in U.S. Stayed Bridge - East Kobe Bridge VelOO M. Goins: Oklahoma Department or Masahiko Kirazawa. Telsuo 0Iru : Hanshin expressway Transportation Public Corporation J0033. Jl J0045. J2 Cable Stayed Brid.es • Static and Dynamic Mechanical Da.per 'or SuppressinK Wind Response Induced Vibratioa 0' LOlli-Span BrklRes UDder John F. Fleming: University or Pittsburgh Coastruclioa lsamu Kana. Katsuab Takeda: NK.K Corporation J0034. J) Dynamic Field Testin. 0' Full Scale Hilll"ay JOO46.J2 Bridles New CODsider.tloa, Relative to the Bn. e M. Douglas; University or Nevada Aeroelastk Stahility or Cable-Stayed BridRu Roben H. Scanlan: Princelon University . S6. 10047.12 J0057,J2 Aeroelastic Behavior of Cable-Stayed Bridges Calirornia Department of Transportatioo Roben L Wardlaw; Nalional Research Council of Bridge Earthquake Retrofitting Program Canada Ray 1. Zelinski: CALTRANS J0048. J2 10058.J2 Earthquake Resistant Design for Cable-Stayed UCLA Bridge Restrainer Testing Program Bridge • East Kobe Bridge Lawrence G. Selna : University of California Masahlko Kitazawa : Hanshin Expressway Public Corporation 10059,12 Stronl-Motion Instrumentation and Data J0049. J2 Interpretation for Bridge Structures : Outline of Aseismatic DesiBn for Honshu Fundamental Concepts .Dd Rese.rch Need!> Shikoku Bridges Stoan D. Werner: Agbabian Associates Musuru Goto. Kozo Higuchi: Honshu-Shikoku Bridge Authority JOO6O, J2 StroDg-Motion Instrumentatioo, Data J0050.12 Acquisition and Interpretation Seism ic Design of Long Spall Bridge to Use James H. Gates: CALTRANS Spring Shoe Nayomon Uno: lshikawajima-Harima Heavy Industries ]0061.13 Co.. Ltd. Vibr.tion Tests or tbe Completed S·Curved Cable Stayed Bridge J0051.12 Sohei Ohno, Kazoo Yamazaki. Hiroshi Kikkawa: Earthquake-Response Characterilitics or Cable Metropolitan Expressway Public Corporation Stayed Bridges Ahmed M. Abdel-Ghaffar. Aly S. Nazmy : University of J0062,13 Southern California A Report on the Analysis and Design or Three U.S. Cable-Stayed Bridlles JOO52.J::! Sleven L. Stroh : Greiner Engineering Science Inc. Study on Behavior or Concrete Filled Steel Tubes 10063.13 Hirohiko Tada. Hiroshi Shinohara. Koichi Minosaku. Vibrational Cbaracteristics and Eartbquakt Akira Takizawa. Jun Hikino: PWRI Resistant Desiln ror Cable-Stayed Prestressed CODcrete Bridge • Illagawa II Bridge J0053. J2 Morihisa Sugiyama: Hanshin Expressway Public Perrormanct or Elastomeric BeariDgs Used for Cocporatioo the Seismic Isolation or a Large-Scale Model Bridge Deck 10064.13 Ian G. Buckle. James M. Kelly: Computech Dyn....ic· and Seismic-Aoaly!>is Engineering Service Considerations for tbe Design or Long·Span C.ble·Stayed Bridles J0054.J2 Ahmed M. Abdel.Ghaffar. Aly S. Nazmy : Princclon Investigations on the Design of Highway University Bridges to Resist Earthquakes Douglas A. Foutch. M.E. Barenberg. M.A. 10065,13 Saadeghvaziri : University of Illinois Damping Characteristics or Cable.St.yed Bridles J0055.12 Toshio Iwasaki. Kazuhiko Kawashima. Shigekl Unjo : Ellperimental Investigation on Hysteretic PWRI Behavior or Reinrorced Concrete Bridle Pier Columns JOO66.13 Toshio Jwa~i. Kazuhiko Kawashima. Ryoji Hagiwara. Probability·Based Bridge Design Codes Kinji Hasegawa. Tatsuhiko Koyama. Takeshi Yoshida : Andruj S. Nowak: Universily of Mtchigan PWRI J0067.13 J0056.J2 Survey on the Lilesp.n 01 Highway Brid~~s Field Response Studies or Two Highway Minoru Fujiwara. Yasuhiko Iwasaki: PWRI Bridles Subject to Simulated Earthquake Loads Bruce M. Douglas. Ilin G. Buckle: University of Nevada lOO6S.13 10078.13 Eartbqualle Resistant Design or Akasbi On Wind Tunael Testinll of Tllut·Strip Bridge Kaikyo Brielle Models Satoshi Kashima. Masahiko Yasuda. Katsuyoshi Hiroshi Tanaka: University of Ottawa Kanazawa. Koji Kawaguchi; Honshu-Shlkolu Bridge Authority J0079. J3 Aerodynamic Stability of tbe Cables or a J0069. J3 Cable-Stayed Bridge Subjett to Rain Eartbquake Observation and Dynamic Analysis (A elise Study or tbe Ajiga"a Bridge) 01 Abutments OD son Ground Kazuya Ohshima. Masahiro Nanjo ; Hanshin Expressway Hideyuki Keto. Mikio Noda. Katsunori Tanaka : Japan Public Corporation Highway Public Corporation J008~.13 100'70. n Evaluation or Energy Absorption Damale Assessment aDd the Effects or Cbaracteristits or Highway Bridges UDder Vertical Ground Motion OR the Responn or Seismic Conditions Hi,b...ay Bridges Roy A. Imbsen. Wen David Liu ; Imbsen & Associates. Douglas A. Foutch. M.E. Barenberg. MA Inc. Saadeghvaziri ; University of Illinois 10081.13 J0071. J3 An Active Control or Trarric Vibration on tbe Stronl Earthquake Motion ror Bridge Design Urban Viaducts Yasushi Sasaki. Keiichi Tamur.!. Koh Aizawa : PWRI Kaname Yahagi. Hiromi Kosaka : Metropolit.an Expressway Public Corporation 10072, 13 Errect or Resin Injection ror Repairing J0082. 13 Different Types 01 Ruptures in Reinrorced Seismic Isolation 01 Bridle Structures in tbe Concrete Beams Vaited States or America Shigetoshi Kobayashi. Kazumasa Morihama. Masashi Ian G. Buckle. Ronald L. Mayes: Compulech Takahashi. Hiroto Takahashi; PWRI Engineering Services Inc. JOO73.13 10083.13 AD Evaluation o( Seismic Design and Retrofit Hysteretie Behavior or Reiarorced CODcrete Methods in Callrornia and the U.S. Bridge Piers by Dynamic Loading Tests and James H. Gares: CALTRANS Sbakinll Table Tests Toshio Iwasaki. Kazuhiko Kawashima. Kinji Hasegawa. JOO'74. n Tatsuhiko Koyama. Takeshi Ymhida ; PWRI Outline or the Studies Regarding the Atrodyna..ic Stability 01 the Stiffening 10084.13 Girder 01 the Akashi Kaikyo Bridge Behavior 01 116·Scale Model Bridge Columns KallIO Tada. Masahiko Yasuda. Shuichi Suzuk.i: SUbjected to Cyclle laelastit Loading Honshu-Shikoku Bridge Authority Geraldine S. Cheolt. William C. Stone. H.S. Lew : NBS JOO'75.13 J0085.13 Comparative Wind Tunnel Testing 01 Bridge Outlint of Diapbragm Wall Foundations Road Decks Hiroshi Shinohara. Michio Okahara.liro Fukui. Atsushi Robert L. Wardlaw. H. Tanaka. SJ. Zan. Michael G. Funakoshi. Keiji Taguchi : PWRI Savage. H. Yamada; National Research Council of Canada 10086.13 Bridle Research at tlae UDivenity or Nnada 10076.13 Bruce M. Douglas. Mehdi Saiidi. Gary Norris. Wind Resistant Desiln or Cable·Stayed Emmanuel A. Maragakis : University or Nevada Brid,e5 Koichi Yokoyama. Hiroshi Salo: PWRI J0087.13 Research 011 Vibration Bebavior of Prestressed JOO77.13 Concrete RI.ld-Frame Bridge On l.terpreU". Model .lId Prototype Masayuki Yasui. Yasuo Inokuma. Masafumi K:llO: Responses or Suspended-Spn Bridles to Wind Japan Highway Public Corporation Robert H. Scanlan: lohns Hopkins University ·58 - JOO88.14 J0098. J4 Yollo..ma Bay Bridge - Use or a Dy...k Seismic RespoDse of Base Isolated HI,b",ay Damper 'or Aerody...ic: Stability or its Bridle by Sbakial Table Tests Support Tower Kazuhilto Kawashima. Kinji Hasegawa. Hiroshi YOIlI Saito. Manabu 110. Hiroshi Yamauchi. Shun80 Eya Yamauchi. Hiromi Kosaka : PWRI : Milsubishi Heavy Industries. Lid. JOO99. J4 J0089. J4 Prloritlutloll ia tlte Pltue II Retront Role or Flutter Derivatives i. ErKtloD Stall Pr.ram Calilonia Departmeat 0' Wind Erreds 011 Cable·Stayed Bridles TraD.portaUoD Robert H. Scanlan. Nicholas P. Jones: Johns Hopkins Brain H. Maroney: CAL'BANS University JOI00.J4 JOO9O. J4 Evaluatioa 01 Seismic Vulnerability or Wind TUDDel Tests 01 Cable-S.ayed Bridles Hi.h",ay Bridles Uslnl Sectional Model and Aerotlastic Full Kazuhiko Kawashima. Shigw Unjo : PWR1 Model Koichi Yokoyama. Hiroshi Salo. Takaati Kusakabe : JOIOI, 14 PWRI Sei_ic Streagth and Ductility 01 Concrete Bridae Columns - Restartb Needs lor New and 1()()l)I. J4 Ed••iaa Bridles Japan·Canada Join' Rnearch 011 Bridge MJ. Nigel Priestley. Frieder Seible : Universily of Aerodynami(5 California Rober1 L. Wardlaw. N.G. Ball: National Research Council of Canada J0102.J4 Larae Eartbquake Countermeasures lor Tomei l0092.J4 Expressway Bridles Wind·laduced Vibrations or Cables or Cable Seiji Ohkawa. Yoshito Maeda. Kazuhiko Kawashima. Stayed Bridles (Preliminary Report) Mitsuaki Saeki : Japan Highway Public Corporation Koichi Yokoyama. Hiroshi SaIO. Takaaki Kusakabe: PWRI JOI03. J4 So.e InDovations in the Seismit Isolation of 10093.14 Brldlfs So., Dlsc_ssions on Burretinl 01 Bridaes Ian G. Buckle: Cornputeeh Engineering Services H. Tanaka. 1. Xie : UniversilY ofOttawa 10104.J4 J0094. J4 Bridle Sireeatheaia. Researeb at Iowa State A Proposal 01 Improve Aerodynamic Stablli.y Uaiursity 01 Lonl-Spaa Suspension Bridles with Box F. Wayne Klaiber. Kenneth F. Dunker. Terry J. Wiqf. Girder Wallace W. Sanders. Jr. : Iowa State Univmliry Yuichi Hikami. Kazoo Tada. Yom Fujino: lshikawajima-Harima Co.• Ltd. JOtOs. J4 lespectioa Maa.al and Da.. Baak System lor J0095.J4 National Hilbway Bridles in Japan AmbieBt VibratioD Measurements on tllie Shoic:hi Saeki. Minoru Fujiwara. Yasuhiko Iwasaki. Quhl(~Y Bayview Cable.Stayed Bridte Ryosuke Shibasaki : PWRI John C. Wilson: McMaster Universiry JOI06. J4 JOO96. J4 ReHare. a.d laDovatioD ia Strenltheniag or WiDd TUliael Testi_. 01 LoDa-Spa. Coac:rete Brldae Supentruetures SDspelisioD Bridie U.ia. Aeroela.tic F.II Frieder Seible. M.J. Niael Priestley: Universily of Models California Yow Fujino. Yuichi Hikami. Haruki Akiyama : University of Tokyo JOI07.J4 Prese.t S.ate aDd 'uture Problems 01 J0097. J4 Expressway Bridles Maia'e..." F.II·Scale Dynamic: Teslin. or Loa. Spa. Hideyuki Keto, YasllO lI_uma. Tatehiko Sasaki: Japan Iridles Hiahway Public CorpoI'IIion Katsuhiko Yamada. Nmo Yamamoto. Haruld Akiyama: Honshu-Shikoku Bridge Authaily • ~9- JOI08. J4 J0119. JS Bridge Live Loads and Sueaath Evaluation Attea.atm C..arae:teristlcs 01 Groulld Wen David Liu. Robert A. Schamber. Roy A. Imbscn ModoB' iB tllie Period Rall,e or 1 to 20 :Imbsen & Associales. Inc. See:oads - for Application to the Seismic DesilD or Lar.e·Snle Structures • JOI09. J4 Yasushi Sasaki. Keiichi Tamura. Koh Aizawa : PWRI Non-JoiDtilication of Simply Supported Girders on Elnated Expressways i. Service JOI20. JS Minoru Tomita. Toshio Tanaka. Kunihiro Miyallana : Oa tlte Estl.atloa of Loalitudinal Linear aDd Hanshin Expressway Public Corporation Noelleear A"'t_eat S,mBeSSH Emmanuel A. Maralakis. Bruce M. Douglas: University JOIJO. J4 otNevada Development of Load aDd ResistaDee Factor Design (LRFD) for Bridges J0121.J5 Andrzej S. Nowak: University of Michigan Ne'" Aspects reeardiD, the Use of Quick. Release Dy.a.ie Tests ror tlli, Ellp,rimealal JOlll, J4 ADalysis or Bridle Strue:tures Some Aspects of the IDttraetioD between tbe Bruce M. Douglas. Emmanuel A. Maragakis : University Bridge Deck and Abutments during Earthquake oCNcvada Emmanuel A. Maragakis : University of Nevada JOI22.JS J0112. J4 Hysterestic Belaavior 01 Steel Bridle Piers by RespoDse of One-Way HiDKed Pier undtr S".IIII Table Tats Lateral Loads Kazuhiko Kawashima. Kinji Hasegawa. Takeshi Mehdi Saiidi. J. one. Bruce M. Douglas: University d Yoshida. Takefumi Ikeuchi: PWRI Nev.da J0123.JS 10J 13. J4 AIt••ie: Stud, or Kawasaki Malliude IslaDd Response Evaluation lind Researl'h Needs lor ia TraltS-Tok,o Bay Hi,h",ay Project Seismil' Design 01 Cable-Stayed Bridges Hiroshi Shinohara. Akinori Hasegawa. Tsuguo O-ishi : Ahmed. M. Abdel-Ghaffar, Aly S. Nazmy; University of Trans-Tokyo Bay Highway Co., Ud. Southern California 10124.J5 J0114. J4 Could.ratioe. lor 'lie Seismic Desiln of the Rel'ent Activities on Evalu.tioD 01 Bridge Clark Cable-Stayed Brld,e LoadiDI toward Limit States Desila ia Japaa Douglas A. Foutch. Thomas Havenar. Shahram Pezeshk YOlO Fujino. Minoru Fujiwara. Chitoshi Miti. ; University of lJIiIIois Yasuhiko Iwasaki. Jun Murakoshi : University of Tokyo JOI2S.J5 JOIlS. J4 Ellperi.eet oa t.e Errec:ts or Turbuleaee Oil NODdestructive Evaluation 01 Bridle Model Wled-Iadueed Vibrations 01 LOIII·Span Perrormance Bridles Mihran S. Agbabian. Sami F. Masri. M.I. Traina. O. Koichi Yokoyama. Hiroshi SaiD: PWRI Waqfi : University of Southern California J0126.J5 J0116. J4 Stad,. oa Sappreuilll Wiad.lllduced Vibration Similitude Studies or Prototype and 116·Scale ia PIa.e 'or Tower or 'Yokohama Bay Bridle Model Bridle Columns under Reversed Cytlit aeder COIIs'ructioa Loading (Desi,a aad Oa·site Testilll or a Dynamic William C. Slone. Geraldine S. Cheok. H.S. Lew: NBS Da..per for Cable Saspeuion Bridle) KalsuYl Wada. Hauo Takano. Hiroshi MakUIa : J01l7. J4 Metropolitan Expressway Public Corporation Dynamic Testing and Seismic Response Evaluation 01 th, Meloland Road Overpass J0127. JS Bruce M. Douglas. C.B. Crouse. Stuart D. Werner: Da.pial Stay CablH wi.. Ties University of Nevada Fazl Ehsan. Robert H. Scanlan : Johns Hopkins Universiiy J0118. J4 Pier Wall Testina uWJCQl;e G. Sema: University ofCalifomia ·60- J0128. JS J0138. J5 Field IDstrlllDe.18tioD or tile I·D5 Cable ApplicatioD or Carbon Fiber Reinlorced S..yed Box Girder Bridle Plastics to Prestressed Concrete Bridges Thomas T. Baber. Fennan W. Barton. M. Mohr. D. Minoru Fujiwara. Koichi Minosaku. Minoru Adachi. Ramsey: UnivenilY or Virginia Takeaki Yamashila : PWRI J0129. J5 J0I39. J5 Wind Resistant Desiln ror t"e A.....i Kalkyo Detection 01 Structur.1 ClaaDlfS ID a Bridie Bridle Model Masaaki Tatsumi. Kensaku Hala. Masllliko Tllkeuchi : Mihran S. Agbabian. Sami F. Masri. M.1. Traina. O. Honshu-Shikoku Bridge Authaity Waqfi : Universily of Southern California J0130. J5 J0140.J5 Structural Modific.tions 'or E....Ked A Prolram and E"aluatlon of Inspection AerodyD.mlc Behavior 0' a SUSpeUIoD Bridle Syslem for Road Structures on Hushin Harold R. Bosch: FHWA Expressway Shugo KaIO. Shigeru Uto. Shun-ichi Motomura. J01~1, J5 Mikitake Ishizuka : Hanshin E~pressway Public Investil_llon or Aerody.amk Perfor.a.ce 0' C~lion Tokyo Port Bridie Hiromi Kosaka. Hisamitsu Hanno, Yom Fujino : J0141.J5 Metropolitan Expressway Public Corporation An Experimental StUdy on Deterioration 0' Bridle Deck Slabs .nd their Repair Metllods J0132. J5 Yoshinori 110. Yoneo aka: Japan Highway Public Aerodynamic: Slability 0' Tllree Parallely Cmporalion Located Box·Girder Bridles Shigeru MOloyama. Mitsuru Hoshino. Noboru J0142.J6 Takahashi. Tadaab Maruyama: Kansai Jilemaaional Wind Resis18nt Design or Highway Bridges Airport Co.• Ltd. Installed wllh Noise Barrier Koichi Yokoyama. Yasuhiro Shoji. Masanori J0I33. J5 Higashiltubo : PWRI C.rreDt Rnarell OD Cable·S"y. Bridles at CaliraDs J0143. J6 Hany Jamil FlKTaII : California Stale Polytechnic Wind-Induced Failure 0' Bar-Cable on tile Universily Cor.isll·Wiadsor Bridge Dryver R. Huslon, Jean-Guy Beliveau: Universily of J0134.J5 Vennont DesilD and Experiments OD SIII••Ra.aden Ohashi Bridle JOI44.J6 Osamu Yoshikawa, Jsao Sugiyama. Fumio Hatamada. Wlnd-Proor Desiln of the Tower or Akashl· Shin·ichi Kaneko: Hanshin Expressway Public Kaillyo Bridle Corporalion Saaoshi Kashima. Masahiko Yasuda. Satoshi Okano : Honshu-Shikdtu Bridge Authority J0I35. J5 Quilty CODlrol Teslia. 'or Co.....ctio. or J0145.J6 Cable·Stayed Bridie at Q.eacy, llliaois Estl••tlon of Structural Damping Uslnl H. Eugene Waldner. John M. Kulicki: Modjeski and Field D... 'rom Lonl-Sp.n Bridges Maslers Consulting Engineers Nicholas P. Jones. Robert H. Scanlan. Cheryl A. Spartz : Johns Hopkins University J0136. J5 La,.e·Scale Pla.e Siraia Bearla. Capacity JOi46.J6 Test or S"allow FOIIDUlloa oa S.ad Section.I Modification 0' Bridge Tower for Michio Okahara. Shoji Takagi. Hiroshi OIJaIa, Hiroti Aerody.a.le Stabilization Mori: PWRI Tabrumi Takeuchi. AItira Nishijima : Sumilomo Heavy Industries Co.. Ltd. J0137. J5 E".llIatio. 0' Teuo. COllplla. Joi.ts la J0147.J6 Co.tl.llous POII·Te••loaed Coacrete .rid~es Slalu. 01 Nevada's SeislDic Design and Frieder Seible : University orCalifornia Retront Proar.m Rodne)' C. Johns... II : Nevada Departmcnl of TranlpOdation ·61- J0148. J6 J0157.J6 Seismic DesilD a.d DyDamie Teau lor tilt A.alysis 01 Dampinl Cllaracteristics 01 a Substrudure 01 an Acctss Br'" to an Cable Shlyed Bridle Based OD Strong Motion Olls"ore Airporl Records Yoichi Fuse. Mitsuru Hoshino. NobonI Takahashi. Kazuhiko Kawashima. Shigeki Unjo. Yoichi Azuta : Hiroshi Kawaguchi: Kansai Intemat~ Airport Co.• PWRl LId. J0158. J6 J0149. J6 A••lysis 01 Da.ale to tile Bay Bridle Caused Desiln 01 Anebor••e Zones lor POd by tI.e Loma Prieta Eartllquake 01 Oclober 17, Teasioned Co_crelt Bridles 1989 David H. Sanders: University of Nevada Abolhassan Astaneh : University of California at 8edceley J0150. J6 Fouad.tion Coasiderations lor CALTRANS J0159.J6 Seismic Relront Projects I.plicalions 01 Nondestructive and Adlai F. Goldschmidt: CALTRANS Destruclive Tests on tbe Cypress Street Viaducl Structure JOl51, J6 Jack P. Moehle. Stephen A. Mahin: University of Comp.rative Study on Cable-Stayed and California at Berkelt.y Suspeasion Bridles Hany Jamil Farran. Frank Tyboroski. n.r.iel Schnepf: JOI60. J6 California Slate Polytechnic University IDspeclion. [Vlluation and Rating or Existing Hilhway Bridge Siruciures J0152. J6 Hany Jamil Famn : Calif -62 • 10/66. J6 JOJ75.J6 Lateral Resistance of Diaphragm Wan VibratioD Test or Yokobama Bay Bridle Foundations Katsuya Wada. Haroo Takano. Naoyoshi Tsumura. Michio Okahara. Shoji Takagi. Yoshilomi Kimura. Keiji Hiroshi Horiuchi: Metropolitan Expressway Public Taguchl. Kazuhiko Chabayashi : PWRI Ccxporation JO/67. J6 J0176. J6 Simple Modeling of the Impact EaerlY Losses Ruent PrOiress ill Base holatioll ror Bridles Occurrinl between the Bridle Deck ano iD the United Statts Abutmnts Ian G. Buckle: Stale University of New York at Buffalo Emmanuel A. Maragakis. Bruce M. Douglas. Spiros Vrontinos : University ofNevada JOI77. J6 Precision Control System UDder CODstrucdoD J0168. J6 01 Yokobama Bay Bridl~ Dynamic Structure - Vebicle Interaction of Masahiro Yuki. Jun Sakurai. Kenji Ohsaka. Hiroshi Higbway Bridges aDd iii Implication to Makula. Shuji Habu : \{etr,lpOlitan Expressway Public Seismic Desilln Corporation lsao Sugiyama. Hiroyuki Kameda. Nobuyulci Sasaki. Shiro Kawakila : Hanshin Eltpressway Administration J0178. J6 and Technology Center Toward Seismic lsolaUon or Cable-Stayed Bridles J0169.J6 Ahmed M. Abdel-Ghaffar. Hosam-Eddin M. Ali: Errects of Vertical Motions on the Seismic University of Southern California Response 01 Highway Bridles Doug/as A. Foulch. M.A. Saadeghvaziri ; Universiryof )0179.)6 Illinois The Signincance or ReduDdancy as a Design Objective J0170. J6 Richard A. Parmelee. Harold R. Sandberg: Alfred Ambient Vibration Response or Simple and Benesch &; Company Complu Bridge Structures Ferman W. Barton. Thomas T. Baber: Universily of J0180. J6 Virginia IllstruIDntatloD CODcepts ror Post·Earthquake ~ssessmeDl 1017 L J6 Robert L. Nigbor: Agbabian AssocialeS Preliminary Parameter Identirication Studies on the Meloland Road Overcrossinl JOl81, J6 Bruce M. Douglas. Emmanuel A. Maragal.:is. Spiros Feder,1 Higbway Admibistration Bridle VrontlnOS. BJ. Douglas: Universiry of Nevada Rtsearch PrORram James D. Cooper: FHWA JOIn. J6 Dynamic Tests and Seismic Excitation or a J0182.J7 Bridle Structure The Seismic Desl,n or Usul Bridle Stuart D. Werner. J.L. Beck. A. Nisar : Dames and Toru Kazama •Sadao Kurasawa. Takeo Nakamura. Moore Yasuyulti Yukawa: Japan Highway Public Caponuion J0173. J6 JOIS3.17 Synchronization of HumaD Walking Observed Seismic Performallce or Cable-Stayed Bridlts during Lateral Vibration 01 , Congested witlt Elastomerlc 'Dd Lead·Rubber BeariDls Bridge Hosam-Eddin M. Ali. Ahmed M. Abdel-GlJaffar : Benilo M. Pacheco. Yozo Fujino: Universiry of Tokyo University of Southern California J0174.J6 JOI84.17 Diaanostlc Tests lor Detection or Structural Aseismic Desilll or tbe Ume...cbl Bridge Cilanges in a Bridle Mode' • A Continuous Five·SpaD Rilld-Fr.... Mihran S. Agbabian. Sami F. Masri. M.l. Traina. O. Bridge with V.Sbaped Lets • Waqfi : Universiry of Southern California Alsushi Nanjo. Shigeru KayllllO : Hanshin Expressway Public Corporalioo ·63· J0185.J7 10195. Ji Estimation 01 Dampinl Characteristics or Effeet or Sidewalk Vents on Bridle Response Cable Stayed Bridle ror Seismic Design to Wind Kazuhiko Kawashima. Shigeki Unjo. Meguru Nicholas P. Jones. Roben H. Scanlan. Fazl Ehsan : Tsunomoto: PWRI Johns Hopkins University JOIS6. J7 JOI96. J7 On the Behavior of Base-Isolatrd BearinlS at Resistance , Stability to tbe Wind of Low Temperatures Hakucbo-Obbashi Osamu Nakano. Hisashi Konno. Hideyuki Taniguchi. Makoto Niiyama, Hiromi Kawasaki. Yoshiyuki SailO : Yuji Ono : Hollaido Development Bureau Hokkaido Development Bureau JOI87.17 JOI~7.J7 Code Developments and Current Applications Measurement of Antivibration Effects by or Seismic Isolation to Bridacs in t.e United TMD Used In Steel-Decked Box-Girder States Yoichi Fuse. Noboru Takahashi. Tetsuhisa Kobayashi. Ian G. Buckle: Stale University of New Yark at Buffalo Takazumi Ujihara. Kazumi Tamura: Kansai International Airport Co.. Ltd. JOI88.17 Enluation of Lateral lautia Force of BridlCS J0198. J7 for Seismic Desiln Preliminar, Study on Active Cootrol. for Kazuhiko Kawashima. Kinji Hasegawa: PWRI Wind·lnduced Oscillation of Long Span Bridles JOI89.17 Koichi Yokoyama. Takaaki Kusakabe : PWRI Damage Assessment or Existinll Bridges in Low to Medium Seismic Risk Zones JOI99. J7 John B. Mander: Slate Universit)' of New York at Non-Linear Horizontal BearioK Characteristics Buffam or ColUMn Type Foundation Michio Okahara. Shoji Takagi. Yoshitomi Kimura; JOI9O.17 PWRI Behaviour or Stiffened BOll-Section Steel Bridle Piers in Seismic Relions from Model J0200.J7 Tt!Sts Acrommodation of Movements in Bridge Gregory A. MacRae. Kazuhiko Kawashima. Kinji Desillo Hasegawa. Takefumi lkeuchi, KazuyaOhshima: PWRI Charles W. Roedei : University of Washmgton JOl91. 17 J0201.J7 Performanre of Retrofit Bridles in California Estimation of Ultimate Deformation of James H. Gates. Mark Yashinsky : CALTRANS Column-Footing Joint Hirotaka Kawano. Hiroshi Watanabe: PWRI J0192. J7 Experimental Study of Phase-Different Ground J0202. J7 Motion E"eets on the Response of a Desl,n, Construction and Model Experiments Suspension Bridge on Corner Parts of Y.Shape Steel Bridge Piers Ken-ichi Tokida, Keiichi Tamura. Koh Aizawa : PWRJ Teruyo Hashimoto, Atsuhiro Makita. Kiyoshi Kobayashi : Metropolitan Expressway Public Corporation J0193.J7 Foundation Considerations ror t.e Seismic J0203. J7 Retrofit or CALTRANS Bridles Brid,e Engineering Research in ProKre~s al Adlai F. Goldschmidt: CALTRANS tlte University of Nevada, Reno Emmanuel A. Maragali.is. Mehdi Saiidi, Bruce M. J0194.17 Douglas. Gary Norris. Raj Siddharthan. David H. Sanders A Damping Dnlce on Main Tower Erection : University of Nevada for the Suspension Bridge In Metropolitan Expressway Route No.l2 J0204.17 Eisaku Sato. Hiroo Tominaga. Kf!nji Namikawa. Renji Currenl Condition on Introduction or Limit Kiyo«a. Koji Tanida. Takashi Nose: Metropolitan State Desiln Method to Hilhwa, Bridge Ellpressway Public Corpo.-alion Deslln h. Japan Minoru Fujiwara. Kazuhiro Nishikawa. Koichi Minosaku. Jun Murakoshi. Saloshi Yamamolo: PWRI ·64- J0205.J7 J0216. JRI Ualted States LRFO Bridle SpeclncalioD Design DttaUs of Reinforced Coacrete Bridges John M. Kulicki. Dennis R. Mertz: Modjeski and ia Japan Maslers Taisuke Akimoto : Metropolitan Expressway Public C J0207.17 10218. JRI West Seanle Swing Bridge San Francisco Double Deckers - Observed John H. Clark : Andersen Bjornstad Kane JlKobs.lnc. Damale aad a Possible Retroiit Solution MJ. Nigel Priestley. Frieder Seible: University of 10208.17 California Foundalion DesiRD aDd CoastrucUoa for nle Akashi Kaikyo Bridle J0219. JRI Naoshige Nomura. Yoshiraka Yoshida: Honshu Full-Scale Tests OD the Cypress VIadutl Shikoku Bridge Authority Stephen A. Mahin, Jack P. Moehle: University of California J0209.J7 CODstruction of tbe New BridRe EDli.cering 10220. JRI Laboratory flltility at tile Uni",rsity of AssessIDeat aad Retrofil Researcb for Multi Nevada, Reno Level. Multi-ColulDa Bents Bruce M. Douglas. Michael D. Blsk.:ly. Mehdi Saiidi, Stephen A. Mahin. Jack P. Moehle: University of EmmJlluel A. MaragiOOs : University of Nevada California 10210.17 J0221. JRI PlanDlnl and De~illl of Multi-Span Prioritizing BridRes for Seismic Relrofit Continuou5 Bridaes James H. Gales. Brain H. Maroney : CALTRANS U. Kagawa. Toshihiro Meta. S. Nakamura. HisatQ Kato : Trans-Tokyo Bay Highway Capocation J0222. JRl Oamale aDd Performance AssessmeDI of J0211, 17 Exlstial Coacrete Bridles UDder SeisIDic Malnetic Pert.natioD for Cable .Ispeclion of Loads Suspension Bridles Frieder Seible. MJ. Nigel Priesdey; University of Charles H. McGogney. James D. Cooper: FHW A California J0212. J7 10223. JRI Maiatenaan aDd Repair of Bridles ia Tokyo Larae Eartbquake CouDtermeasures for Bridge Takeyoshi Shiozaki. Kazoo Takizawa : Tokyo Substructures on tile Tomei Expressway Me~itan Government Toshilwu Tsubouchi. Kenji Ohashi. Kazushige Arakawa : Japan Highway Public C~tion J02I3.17 Empllasis Areas ia PenaDOT's Bridle J0224. JRI Inspection and Repair PrOiram Selsmil: Inspection aad Seismic SlreaKtbeninl Gary L. Hoffman: PeMsylvania Department of 01 Relaforced Coacrete BrldlC Piers witll TranspMation TerminatioD 01 Maia Reinforcement at Mid Heilbt J0214. JRI Kazuhiko Kawashima. Shigeki Unjo. Hiroyuki lida : Seismic Desil", ,eismic Strullthf'Dial aad PWRI Repair of Highway Bridges la Japan Kazl:hiko J(a1J - 65- AUTHOR INDEX 5. AUTHOR'S INDEX AIIbty. Robert F. 0483 AIIInItl, AboI1assan J0158 AbdII-Ghlfflr. Ahned M. 0536, J0029. J0051. lIIdnIOn, Richard H. C0044 J0064. .10113. J0156, Azuta, Yoichi J0157 J0178, J0183 Abo, Ryoichi 0509. 0541 AdItt1I, H. C0065 811II, Alcio 0262, 0550, COO72 AdItt1I, Mrau J0138 BIbIr, Thomas T. J0128, J0170 AdIChI,Yo;io 0721 BIbtnchIIr, Charles A. 0058 MIyI,K.K. 0485 BIget1I.G. 0326 AQbIbIIn, WYan S. 0302, 0303, 0368, BIker, T. C0033 0460, c0018, c0031. III.N.G, JOO91 OO7, .10115. J0139, 811I1n1, Jr.• R.F. 0615סס J0174 1I1sn. Jimmy P. 0093. 0193 "".Koh 0579, 0724. EOOOl, ~M.C.C. 0292. 0398 EOO07. FOOll, F0023. Bwno, Notxlru 0279. 0378 JOO71 , .10119, J0192 81rw1berg, M.E. J0054, J0070 MIgI, Hiwobu FOOl 7 IIrr1en101, Cetso S. 0272, 0311, 0312, AIlIgIrt, Takekazu 0727, 0758 0324, 0336, 0376, AIlknDeD. TaisUIe J0216, J0225 0426, 0461, 0476, AIdyIma. HaMi J0096, J0097 0594, 0672 AIdyIna, TanoaIQ 0494, 0496, COO61, IIrton, Fennan W. J0128. J0170 COC)71. C0084, C0097 lias, Martin E. 0321 Algllmlllln. S.T. 0084, 0232. 0753. Ilu,JohnC. C0044 EOOOS Beck, J.L. J0027, J0172 All, Hosa/n.Edlit1 M. J0178, J0183 1Iedc«, James M. 0287 An,Hl.iSoo 0517 BIgg, George B. 0003 AndIrIlln. Erik D. 0405 BelIn. Rictwd R. 0488, 0566 AIIdIrIan, Jotn G. 0605 BeIvtaI, Jean.Guy J0143 AndIrIcIn. L.C. OC90 BenneIt, Michael J. 0652 ~lldll'lOll, Miam A.. 0269, 0306, 0308 BtmIrd, Eddie N. 10024 AndO, Shin-1Ch JOO07 "gIl"l, Ernest 0233 Ana, A. H·S. FOOO2, 0271 BtmIrd, Eddie N. 0423. 0463. 0488, AoId. Hirolumi 0732, 0733 0566 MId. Yoshikj 0683 Bertero, Vitelmo V. COOII. C0030, C0046 AakI, Yostilsl.9l 0227 8IvInI, Messrs Tommy 0658 -....H. C0066. C0069, C0079, 1IIIgIinDuIIly, MA 0195 C0083, COO93, 00002, 8IIl1IcIIwIa, B. 0349 OO9, 00014, 00031, 8lIkIIy. t.IctlaeI D. J0209סס 00039 BodIn, PaL; 0605 ArlI, Hideo J0152 Boggs, H.L. 0587 ArIUwI, Kazustige J0223 BdwI.~BIy 0170 ArIUwI, Shoji 0616 Bocn, Da'Vid M. 0351, 0400 ArIUwI, Tadastl 0403, 0406, 0444, BorchlnSt, Roger lJ. 0082, 0115, 0422. 0475, 0500, 0510. 0532 C004 7, JOO04, JOO15 BclqpYwl.1.eal E. 0783 AIInD. Masnbu HOO14 BorII, R.I. 0765 ArcIIuIItI, Ralph J. 0443, 0506 Bolch. Harold R. 0141, 0253, 0292, Ardtn, Aictlard W. J0028 0482, 0526. 0573, ArlgI, Toshij 0012, 0057 0609. 0643, 0678, AI1mI, Takanori 0362 0712, J0130 MIWI. TecnwJ 0328, 0365, 0410. BrIdy, A. Gerald 0214. 0317, 0353, FOO04 0402. 0578. 0613. Amo, NormCll L. 0045 0663. 0684, 0734, AlII. Yutaro 0586 0761 AIImI. TalsuO 0290, 0332. 0333. BralMn,S. C0030 COO09 IMI.James N. 0605 ...... Hdeya 0412. 0421, 0458, 1IlDIt, IlI1 G. J0053, JOO56, JOO82. COOD9, C0042 J0103, J0176. J0187 ·67 - ....H.l8e 0597. 0670. 0716 Dobry. Ricardo 0334 8ycroft. G. Noel 0578 Dodd. Jerry S 0221 Dodd, Lawrenre 0501 DodIan. Ja1les J0031 CIIdInIn. Ennque Del Val 0662 Doherty, Patrick e. 0109 CIIIIwIy. Thomas R. 0008 DatIl, Tadao 0758. EOOD8 c.rter. George F. 10011 Douglll, B.J. JOm e:.v-. Loyd R. 0251 Do&VII. Bru:e M. 0440. 0501, J0034, CIIIbI, MeIrnet 0691. 0780 JOO56. JD086. J0112, e.m.k,J.E. 0349 J0117, J0120, J0121, QllbifllH, KaZlliko JOl66 J0167, JOm. J0203. 011I. V.H. J0227 J0209 Ow\H.M. e0020 DrenIck. R.F. 0326 QIq.FrriK 0197, 0615 Df8IseI, Jotrl T. 0009 CIw1g. I·Kwang FOO09 Dwlk.-. I ~.E. 0344 _$.J. JOO75 -'AlrJ· JOOS7 ....A. F0002 ...~s. 0521 -10- NISTTechnical Publications Periodical Journal of Ruurch of th~ National Institute of Standards and T«hnoloc' R~p()rts NIS'1 resrarch and development In Ih",e di' Nonperiodicals Monoanphs-- Ma)'l[ contnhuliDn' III the Il',hnical literature on various suhjects related to the Imtitule's sci~ntifK and technical