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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. -
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: -
Preliminary Isoseismal Map for the Santa Cruz (Loma Prieta), California, Earthquake of October 18,1989 UTC
DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY Preliminary isoseismal map for the Santa Cruz (Loma Prieta), California, earthquake of October 18,1989 UTC Open-File Report 90-18 by Carl W. Stover, B. Glen Reagor, Francis W. Baldwin, and Lindie R. Brewer National Earthquake Information Center U.S. Geological Survey Denver, Colorado This report has not been reviewed for conformity with U.S. Geological Survey editorial stan dards and stratigraphic nomenclature. Introduction The Santa Cruz (Loma Prieta) earthquake, occurred on October 18, 1989 UTC (October 17, 1989 PST). This major earthquake was felt over a contiguous land area of approximately 170,000 km2; this includes most of central California and a portion of western Nevada (fig. 1). The hypocen- ter parameters computed by the U.S. Geological Survey (USGS) are: Origin time: 00 04 15.2 UTC Location: 37.036°N., 121.883°W. Depth: 19km Magnitude: 6.6mb,7.1Ms. The University of California, Berkeley assigned the earthquake a local magnitude of 7.0ML. The earthquake caused at least 62 deaths, 3,757 injuries, and over $6 billion in property damage (Plafker and Galloway, 1989). The earthquake was the most damaging in the San Francisco Bay area since April 18,1906. A major arterial traffic link, the double-decked San Francisco-Oakland Bay Bridge, was closed because a single fifty foot span of the upper deck collapsed onto the lower deck. In addition, the approaches to the bridge were damaged in Oakland and in San Francisco. Other se vere earthquake damage was mapped at San Francisco, Oakland, Los Gatos, Santa Cruz, Hollister, Watsonville, Moss Landing, and in the smaller communities in the Santa Cruz Mountains. -
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. -
A History of British Seismology
Bull Earthquake Eng (2013) 11:715–861 DOI 10.1007/s10518-013-9444-5 ORIGINAL RESEARCH PAPER A history of British seismology R. M. W. Musson Received: 14 March 2013 / Accepted: 21 March 2013 / Published online: 9 May 2013 © The Author(s) 2013. This article is published with open access at Springerlink.com Abstract The work of John Milne, the centenary of whose death is marked in 2013, has had a large impact in the development in global seismology. On his return from Japan to England in 1895, he established for the first time a global earthquake recording network, centred on his observatory at Shide, Isle of Wight. His composite bulletins, the “Shide Circulars” developed, in the twentieth century, into the world earthquake bulletins of the International Seismolog- ical Summary and eventually the International Seismological Centre, which continues to publish the definitive earthquake parameters of world earthquakes on a monthly basis. In fact, seismology has a long tradition in Britain, stretching back to early investigations by members of the Royal Society after 1660. Investigations in Scotland in the early 1840s led to a number of firsts, including the first network of instruments, the first seismic bulletin, and indeed, the first use of the word “seismometer”, from which words like “seismology” are a back-formation. This paper will present a chronological survey of the development of seismology in the British Isles, from the first written observations of local earthquakes in the seventh century, and the first theoretical writing on earthquakes in the twelfth century, up to the monitoring of earthquakes in Britain in the present day. -
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. -
Ore Bin / Oregon Geology Magazine / Journal
The ORE BIN Volume 25, No.4 April, 1963 INVESTIGATIONS OF THE EARTHQUAKE OF NOVEMBER 5, 1962, NORTH OF PORTLAND By P. Dehlingerl, R. G. Bowen2, E. F. Chiburis1, and W. H. Westphal3 Introduction Earthquakes are one of the most destructive of the earth·s natural phenom ena. The larger earthquakes provide the bulk of our information about the interior of the earth, smaller quakes much of the information on nearby crustal and subcrustal structures. Seismograms {recordings} of the November 5, 1962, Portland earthquake and later shocks in the Northwest written at different seismic stations are being analyzed to provide information on these earthquakes and on the local crustal structures in the Northwest. These analyses concern locating earthquake epicenters and determination of their origin times, depths of foci, mechanisms of faulting at the source, and the nature and configuration of the crust and subcrustal material. The Portland earthquake was the largest shock to occur in Oregon since the recent installations of the several new seismic stations in the Pa cific Northwest. Although damage resulting from this shock was minor, as indicated in a preliminary report (Dehlinger and Berg, 1962), the shock is of considerable seismological importance. Because it was large enough to be recorded at the newly installed as well as at many of the older seismic stations, and because its epicentral location was known approximately from the felt area and from on-site recordings of aftershocks, this earthquake has provided the first significant data to be used for constructing travel-time curves for Oregon. The seismograms also provided data for a better under standing of the source mechanism associated with the Portland shock. -
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. -
United States Department of the Interior Geological Survey
UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY NATIONAL EARTHQUAKE HAZARDS REDUCTION PROGRAM, SUMMARIES OF TECHNICAL REPORTS VOLUME XXIII Prepared by Participants in NATIONAL EARTHQUAKE HAZARDS REDUCTION PROGRAM October 1986 OPEN-FILE REPORT 87-63 This report is preliminary and has not been reviewed for conformity with U.S.Geological Survey editorial standards Any use of trade name is for descriptive purposes only and does not imply endorsement by the USGS. Menlo Park, California 1986 UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY NATIONAL EARTHQUAKE HAZARDS REDUCTION PROGRAM, SUMMARIES OF TECHNICAL REPORTS VOLUME XXIII Prepared by Participants in NATIONAL EARTHQUAKE HAZARDS REDUCTION PROGRAM Compiled by Muriel L. Jacobson Thelma R. Rodriguez The research results described in the following summaries were submitted by the investigators on May 16, 1986 and cover the 6-months period from May 1, 1986 through October 31, 1986. 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. 87-63 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. -
Unreinforced Masonry Buildings and Earthquakes Developing Successful Risk Reduction Programs
Unreinforced Masonry Buildings and Earthquakes Developing Successful Risk Reduction Programs FEMA P-774 / October 2009 FEMA Th e cover photos show signifi cant damage to unreinforced masonry buildings that resulted from earthquakes occurring over the last century, across the country. Front Cover Photo Credits (clockwise from top left): 1886, Charleston, South Carolina: J. K. Hillers, U.S. Geological Survey 2003, San Simeon, California: Josh Marrow, Earthquake Engineering Research Institute Reconnaissance Team 2001, Nisqually, Washington: Oregon Department of Geology and Mineral Industries 1935, Helena, Montana: L. H. Jorud, courtesy of Montana Historical Society and Montana Bureau of Mines & Geology 1993, Klamath Falls, Oregon: Oregon Department of Geology and Mineral Industries 2008, Wells, Nevada: Craig dePolo, Wells Earthquake Portal, www.nbmg.unr. edu/WellsEQ/. Unreinforced Masonry Buildings and Earthquakes Developing Successful Risk Reduction Programs FEMA P-774/October 2009 Prepared for: Federal Emergency Management Agency (FEMA) Cathleen Carlisle, Project Monitor Washington, D.C. Prepared by: Applied Technology Council (ATC) 201 Redwood Shores Parkway, Suite 240 Redwood City, California Principal Author Robert Reitherman Contributing Author Sue C. Perry Project Manager Th omas R. McLane Project Review Panel Ronald P. Gallagher Jon A. Heintz William T. Holmes Ugo Morelli Lawrence D. Reaveley Christopher Rojahn Any opinions, fi ndings, conclusions, or recom- mendations expressed in this publication do not necessarily refl ect the views of FEMA. Additionally, neither FEMA or any of its employees makes any warrantee, expressed or implied, or assumes any legal liability or responsibility for the accuracy, completeness, or usefulness of any information, product, or process included in this publication. Users of information from this publication assume all liability arising from such use.