USGS Professional Paper 1550-D
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New Empirical Relationships Among Magnitude, Rupture Length, Rupture Width, Rupture Area, and Surface Displacement
Bulletin of the Seismological Society of America, Vol. 84, No. 4, pp. 974-1002, August 1994 New Empirical Relationships among Magnitude, Rupture Length, Rupture Width, Rupture Area, and Surface Displacement by Donald L. Wells and Kevin J. Coppersmith Abstract Source parameters for historical earthquakes worldwide are com piled to develop a series of empirical relationships among moment magnitude (M), surface rupture length, subsurface rupture length, downdip rupture width, rupture area, and maximum and average displacement per event. The resulting data base is a significant update of previous compilations and includes the ad ditional source parameters of seismic moment, moment magnitude, subsurface rupture length, downdip rupture width, and average surface displacement. Each source parameter is classified as reliable or unreliable, based on our evaluation of the accuracy of individual values. Only the reliable source parameters are used in the final analyses. In comparing source parameters, we note the fol lowing trends: (1) Generally, the length of rupture at the surface is equal to 75% of the subsurface rupture length; however, the ratio of surface rupture length to subsurface rupture length increases with magnitude; (2) the average surface dis placement per event is about one-half the maximum surface displacement per event; and (3) the average subsurface displacement on the fault plane is less than the maximum surface displacement but more than the average surface dis placement. Thus, for most earthquakes in this data base, slip on the fault plane at seismogenic depths is manifested by similar displacements at the surface. Log-linear regressions between earthquake magnitude and surface rupture length, subsurface rupture length, and rupture area are especially well correlated, show ing standard deviations of 0.25 to 0.35 magnitude units. -
Washington State Seismic Mitigation Policy Gap Analysis
Washington State Seismic Mitigation Policy Gap Analysis A Cross‐State Comparison Scott B. Miles, Ph.D. Brian D. Gouran, L.G. October, 2010 Prepared for Washington State Division of Emergency Management Resilience Institute Working Paper 2010_2 1 Washington State Gap Analysis; S. Miles & B. Gouran Resilience Institute Working Paper 2010_2 October, 2010 This document was prepared under an award from FEMA, Department of Homeland Security. Points of view or opinions expressed in this document are those of the authors and do not necessarily represent the official position or policies of FEMA or the US Department of Homeland Security. Washington State Gap Analysis; S. Miles & B. Gouran Resilience Institute Working Paper 2010_2 October, 2010 EXECUTIVE SUMMARY The purpose of this study is to understand how Washington State compares with other states with respect to state‐level seismic mitigation policies. This facilitates the identification of potential Washington State policy gaps that might be filled with policies similar to those of other states. This study was accomplished by compiling, synthesizing, and analyzing state‐level policies listed in the mitigation plan of 47 states (3 could not be obtained by the completion of the study). A catalog of describing each of the compiled policies – legislation or executive orders – was assembled. A spreadsheet database was created in order to synthesize, search, and analyze the policies. Quantitative analysis was conducted using a cross‐state analysis and two different computed indicators based on seismic risk and policy count. The cross‐state analysis facilitate a broad assessment of Washington State’s policy coverage given its seismic risk, as well as identification of policies from states with more seismic mitigation policies that Washington State. -
JONATHAN DONALD BRAY Faculty Chair in Earthquake Engineering Excellence Professor of Geotechnical Engineering University of California at Berkeley
JONATHAN DONALD BRAY Faculty Chair in Earthquake Engineering Excellence Professor of Geotechnical Engineering University of California at Berkeley Office Address: Department of Civil and Environmental Engineering 453 Davis Hall, MC-1710 University of California Berkeley, CA 94720-1710 Office Phone: (510) 642-9843 Cell Phone: (925) 212-7842 E-Mail: [email protected] EDUCATION UNIVERSITY OF CALIFORNIA, Berkeley, California Ph.D. in Geotechnical Engineering, 1990 STANFORD UNIVERSITY, Palo Alto, California M.S. in Structural Engineering, 1981 UNITED STATES MILITARY ACADEMY, West Point, New York B.S., 1980 AWARDS AND HONORS National Academy of Engineering, elected in 2015. Mueser Rutledge Lecture, American Society of Civil Engineers Metropolitan Section, New York, 2014 Ralph B. Peck Award, American Society of Civil Engineers, 2013 Fulbright Award, U.S. Fulbright Scholarship to New Zealand, 2013 William B. Joyner Lecture Award, Seismological Society of America & Earthquake Engineering Research Institute, 2012 Erskine Fellow, University of Canterbury, Christchurch, New Zealand, 2012 Thomas A. Middlebrooks Award, American Society of Civil Engineers, 2010 Fellow, American Society of Civil Engineers, 2006 Shamsher Prakash Research Award, Shamsher Prakash Foundation, 1999 Walter L. Huber Civil Engineering Research Prize, American Society of Civil Engineers, 1997 American Society of Civil Engineers Technical Council on Forensic Engineering Outstanding Paper Award, 1995 North American Geosynthetics Society - State of the Practice Award of Excellence, 1995 North American Geosynthetics Society - Geotechnical Engineering Technology Award of Excellence, 1993 David and Lucile Packard Foundation Fellowship for Science and Engineering, 1992-1997 Presidential Young Investigator Award, National Science Foundation, 1991-1996 American Society of Civil Engineers Trent R. Dames and William W. -
Gregory C. Beroza Department of Geophysics, 397 Panama Mall, Stanford, CA, 94305-2215 Phone: (650)723-4958 Fax: (650)725-7344 E-Mail: [email protected]
Gregory C. Beroza Department of Geophysics, 397 Panama Mall, Stanford, CA, 94305-2215 Phone: (650)723-4958 Fax: (650)725-7344 E-Mail: [email protected] Positions • Wayne Loel Professor of Earth Sciences, Stanford University 2008-present • Professor of Geophysics, Stanford University 2003-present • Associate Professor of Geophysics, Stanford University 1994-2003 • Assistant Professor of Geophysics, Stanford University 1990-1994 • Postdoctoral Associate, Massachusetts Institute of Technology 1989-1990 Education Ph.D. Geophysics, Massachusetts Institute of Technology 1989 B.S. Earth Sciences, University of California at Santa Cruz 1982 Honors and Awards • Lawson Lecturer, University of California Berkeley 2015 • Beno Gutenberg Medal, European Geosciences Union 2014 • Citation, Geophysical Research Letters, 40th Anniversary Collection 2014 • IRIS/SSA Distinguished Lecturer 2012 • RIT Distinguished Lecturer 2011 • Wayne Loel Professor of Earth Sciences 2009 • Brinson Lecturer, Carnegie Institute of Washington 2008 • Fellow, American Geophysical Union 2008 • NSF Presidential Young Investigator Award 1991 • NSF Graduate Fellowship 1983 • ARCS Foundation Scholarship 1983 • UCSC Chancellor’s Award for Undergraduates 1983 • Outstanding Undergraduate in Earth Science 1983 • Highest Honors in the Major 1982 • Undergraduate Thesis Honors 1982 Recent Professional Activities • Associate Editor, Science Advances 2016-present • AGU Seismology Section President 2015-present • IRIS Industry Working Group 2015-present Gregory C. Beroza Page 2 • Co-Director, -
Earthquake Losses to Single-Family Dwellings: California Experience
Earthquake Losses to Single-Family Dwellings: California Experience U.S. GEOLOGICAL SURVEY BULLETIN 1939-A Prepared in cooperation with the State of California Department of Insurance /§ L ---. =. i wt. 9<m III Cover: Damage caused by the 1933 Long Bench California, earthquake. Photograph by Harold Er^le, 1933. Chapter A Earthquake Losses to Single-Family Dwellings: California Experience By KARL V. STEINBRUGGE and ST. ALGERMISSEN Prepared in cooperation with the State of California Department of Insurance U.S. GEOLOGICAL SURVEY BULLETIN 1939 ESTIMATION OF EARTHQUAKE LOSSES TO HOUSING IN CALIFORNIA DEPARTMENT OF THE INTERIOR MANUEL LUJAN, JR., Secretary U.S. GEOLOGICAL SURVEY Dallas L Peck, Director Any use of trade, product, or firm names in this publication is for descriptive purposes only and does not imply endorsement by the U.S. Government. UNITED STATES GOVERNMENT PRINTING OFFICE: 1990 For sale by the Books and Open-File Reports Section U.S. Geological Survey Federal Center Box 25425 Denver, CO 80225 Library of Congress Catalog-in-Publication Data Steinbrugge, Karl V. Earthquake losses to single-family dwellings. (U.S. Geological Survey bulletin ; 1939-A) (Estimation of earthquake losses to housing in California) "Prepared in cooperation with the State of California Department of Insurance." Includes bibliographical references. Supt. of Docs, no.: I 19.3:1939-A 1. Insurance, Earthquake California. 2. Earthquakes California. I. Algermissen, Sylvester Theodore, 1932- . II. California. Dept. of Insurance. III. Title. IV. Series. V. Series: -
Draft Minority Report to “Improving Natural Gas Safety in Earthquakes”
Draft Minority Report to “Improving natural gas safety in earthquakes,” Prepared by Carl L. Strand For the ASCE-25 Task Committee on Earthquake Safety Issues for Gas Systems and the California Seismic Safety Commission July 10, 2002 I appreciate the opportunity of serving as a Member of the ASCE-25 Task Committee on Earthquake Safety Issues for Gas Systems. Ours was a consensus committee in the sense that efforts were made to achieve a consensus among the members on the wording of the Committee’s reports, which include a 1-page insert for the Seismic Safety Commission’s (SSC’s) “Homeowners’ guide to earthquake safety,” and a 40—50 page report. However, as is often the case with consensus committees, there was considerable disagreement on many of the issues that were raised. It is traditional in such cases for those in the minority to express their disagreements in a minority report, which is published at the end of the report that was approved by the majority. The Forward to this minority report—submitted as a letter to the SSC on June 26, 2002—summarizes my deep concerns about the majority report and the insert to the homeowners’ guide. This is a first draft of the minority report. It is my intention to revise it following the Hearing on July 11th, which will give me an opportunity to correct any errors, incorporate any additional comments raised during the Hearing that I believe should be included, and consider any suggestions that are made that might improve the document. If the majority report is revised, I may find it appropriate to delete certain sections of the minority report. -
The Research Results Described in the Following Summaries Were Submitted by the Investigators on May 10, 1984 and Cover the 6-Mo
The research results described in the following summaries were submitted by the investigators on May 10, 1984 and cover the 6-months period from October 1, 1983 through May 1, 1984. These reports include both work performed under contracts administered by the Geological Survey and work by members of the Geological Survey. The report summaries are grouped into the three major elements of the National Earthquake Hazards Reduction Program. Open File Report No. 84-628 This report has not been reviewed for conformity with USGS editorial standards and stratigraphic nomenclature. Parts of it were prepared under contract to the U.S. Geological Survey and the opinions and conclusions expressed herein do not necessarily represent those of the USGS. Any use of trade names is for descriptive purposes only and does not imply endorsement by the USGS. The data and interpretations in these progress reports may be reevaluated by the investigators upon completion of the research. Readers who wish to cite findings described herein should confirm their accuracy with the author. UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY SUMMARIES OF TECHNICAL REPORTS, VOLUME XVIII Prepared by Participants in NATIONAL EARTHQUAKE HAZARDS REDUCTION PROGRAM Compiled by Muriel L. Jacobson Thelraa R. Rodriguez CONTENTS Earthquake Hazards Reduction Program Page I. Recent Tectonics and Earthquake Potential (T) Determine the tectonic framework and earthquake potential of U.S. seismogenic zones with significant hazard potential. Objective T-1. Regional seismic monitoring........................ 1 Objective T-2. Source zone characteristics Identify and map active crustal faults, using geophysical and geological data to interpret the structure and geometry of seismogenic zones. -
1In His E-Mail Dated March 26, 1997, Supplementing His Petition, The
DD-97-23 UNITED STATES OF AMERICA NUCLEAR REGULATORY COMMISSION OFFICE OF NUCLEAR REACTOR REGULATION Samuel J. Collins, Director In the Matter of ) ) SOUTHERN CALIFORNIA EDISON COMPANY ) Docket Nos. 50-361 ) and 50-362 (San Onofre Nuclear Generating ) 10 CFR § 2.206 Station, Units 2 and 3 ) DIRECTOR’S DECISION UNDER 10 CFR § 2.206 I. INTRODUCTION By Petition dated September 22, 1996, Stephen Dwyer (Petitioner) requested that the Nuclear Regulatory Commission (NRC) take action with regard to San Onofre Nuclear Generating Station (SONGS). The Petitioner requested that the NRC shut down the SONGS facility “as soon as possible” pending a complete review of the “new seismic risk.”1 The Petitioner asserted as a basis for this request that a design criterion for the plant, which was “0.75 G’s acceleration,” is “fatally flawed” on the basis of new information gathered at the Landers and Northridge earthquakes. The Petitioner asserted (1) that the accelerations recorded at Northridge exceeded “1.8G’s and it was only a Richter 7+ quake,” (2) that there were horizontal offsets of up to 20 feet in the Landers quake, and (3) that the Northridge fault was a “Blind Thrust and not mapped or assessed.” On November 22, 1996, the NRC staff acknowledged receipt of the 1In his e-mail dated March 26, 1997, supplementing his Petition, the Petitioner also requested removal of "all spent fuel out of the southern California seismic zone." - 2 - Petition as a request pursuant to 10 CFR 2.206 and informed the Petitioner that there was insufficient evidence to conclude that the requested immediate action was warranted. -
Lajoie Mines 0052E 11684.Pdf (8.185Mb)
NEW APPROACHES TO STUDYING SHALLOW FAULT ZONE PROPERTIES WITH HIGH-RESOLUTION TOPOGRAPHY by Lia J. Lajoie c Copyright by Lia J. Lajoie, 2019 All Rights Reserved A thesis submitted to the Faculty and the Board of Trustees of the Colorado School of Mines in partial fulfillment of the requirements for the degree of Doctor of Philosophy (Geophysics). Golden, Colorado Date Signed: Lia J. Lajoie Signed: Dr. Edwin Karl Nissen Thesis Advisor Golden, Colorado Date Signed: Dr. John Bradford Professor and Head Department of Geophysics ii ABSTRACT Coseismic surface deformation fields provide us with information about the physical and mechanical properties of faults and fault zones. Recent advances in geodetic imaging and analysis allow us to map deformation and infer fault properties at spatial resolutions that were previously unattainable. These high-resolution, remotely-sensed datasets provide an intermediate observational scale that bridges the gap between very local field measure- ments of surficial faulting and far-field satellite geodesy which samples deeper slip, allowing previously-overlooked shallow-subsurface fault structure to be probed. In this thesis, I use new analytical techniques to study the shallow sub-surface properties of three recent and historic earthquakes that together are representative of diverse, remotely-sensed data types now available. For each earthquake, I (along with co-authors) employ a separate, recently- developed technique that is best suited for the specific dataset(s) involved, and in this way, explore how extant datasets can be analyzed (or re-analyzed) to reveal new characteristics of the earthquakes. The earthquakes studied (which comprise the three chapters of this thesis) are: (1) The 2016 Mw 7.0 Kumamoto, Japan earthquake, for which pre- and post-event gridded digital elevation model (DEM) datasets are available. -
Haywired Area Affected by Collapse.Docx.Docx
SESM 16-03 An Earthquake Urban Search and Rescue Model Illustrated with a Hypothetical Mw 7.0 Earthquake on the Hayward Fault By Keith A. Porter Structural Engineering and Structural Mechanics Program Department of Civil Environmental and Architectural Engineering University of Colorado July 2016 UCB 428 Boulder, Colorado 80309-0428 Contents Contents .................................................................................................................................................................. ii An Earthquake Urban Search and Rescue Model Illustrated with a Hypothetical Mw 7.0 Earthquake on the Hayward Fault ......................................................................................................................................................... 1 Abstract ................................................................................................................................................................... 1 Introduction .............................................................................................................................................................. 2 Objective ................................................................................................................................................................. 3 Literature Review ..................................................................................................................................................... 5 Literature About People Trapped by Building Collapse ........................................................................................ -
Strong Ground Motion
The Lorna Prieta, California, Earthquake of October 17, 1989-Strong Ground Motion ROGER D. BORCHERDT, Editor STRONG GROUND MOTION AND GROUND FAILURE Thomas L. Holzer, Coordinator U.S. GEOLOGICAL SURVEY PROFESSIONAL PAPER 1551-A UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1994 U.S. DEPARTMENT OF THE INTERIOR BRUCE BABBITT, Secretary U.S. GEOLOGICAL SURVEY Gordon P. Eaton, Director Any use of trade, product, or firm names in this publication is for descriptive purposes only and does not imply endorsement by the U.S. Government. Manuscript approved for publication, October 6, 1993 Text and illustrations edited by George A. Havach Library of Congress catalog-card No. 92-32287 For sale by U.S. Geological Survey, Map Distribution Box 25286, MS 306, Federal Center Denver, CO 80225 CONTENTS Page A1 Strong-motion recordings ---................................. 9 By A. Gerald Brady and Anthony F. Shakal Effect of known three-dimensional crustal structure on the strong ground motion and estimated slip history of the earthquake ................................ 39 By Vernon F. Cormier and Wei-Jou Su Simulation of strong ground motion ....................... 53 By Jeffry L. Stevens and Steven M. Day Influence of near-surface geology on the direction of ground motion above a frequency of 1 Hz----------- 61 By John E. Vidale and Ornella Bonamassa Effect of critical reflections from the Moho on the attenuation of strong ground motion ------------------ 67 By Paul G. Somerville, Nancy F. Smith, and Robert W. Graves Influences of local geology on strong and weak ground motions recorded in the San Francisco Bay region and their implications for site-specific provisions ----------------- --------------- 77 By Roger D. -
A Dislocation Model of the 1994 Northridge, California, Earthquake Determined from Strong Ground Motions
A Dislocation Model of the 1994 Northridge, California, Earthquake Determined From Strong Ground Motions By David J. Wald and Thomas H. Heaton U.S. Geological Survey 525 S. Wilson Ave Pasadena, California, 91106 Open-File Report 94-278 This report is preliminary and has not been re viewed for conformity with U.S. Geological Survey ed itorial standards or with the North American Strati- graphic Code. Any use of trade, firm, or product names is for descriptive purposes and does not imply endorse ment by the U.S. Government. OUTLINE ABSTRACT.......................................................... 1 INTRODUCTION...................................................... 2 FAULT RUPTURE MODEL ............................................... 3 Fault Parameterization....................................... 3 Synthet ic Green's Funct ions .................................. 3 Source Time Function and Rupture Velocity.................... 4 Rupture Initiation........................................... 5 Invers ion Method............................................. 5 STRONG MOTION DATA AND PRELIMINARY WAVEFORM ANALYSIS.............. 6 STRONG MOTION INVERSION. .......................................... 8 RESULTS .......................................................... 10 DISCUSSION. ..................................................... .11 Forward Prediction of Ground Motions........................ 13 Forward Prediction of Teleseismic Bodywaves................. 14 CONCLUSIONS ...................................................... 15 ACKNOWLEDGEMENTS