Normalized Earthquake Damage and Fatalities in the United States: 1900 - 2005
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The Race to Seismic Safety Protecting California’S Transportation System
THE RACE TO SEISMIC SAFETY PROTECTING CALIFORNIA’S TRANSPORTATION SYSTEM Submitted to the Director, California Department of Transportation by the Caltrans Seismic Advisory Board Joseph Penzien, Chairman December 2003 The Board of Inquiry has identified three essential challenges that must be addressed by the citizens of California, if they expect a future adequately safe from earthquakes: 1. Ensure that earthquake risks posed by new construction are acceptable. 2. Identify and correct unacceptable seismic safety conditions in existing structures. 3. Develop and implement actions that foster the rapid, effective, and economic response to and recovery from damaging earthquakes. Competing Against Time Governor’s Board of Inquiry on the 1989 Loma Prieta Earthquake It is the policy of the State of California that seismic safety shall be given priority consideration in the allo- cation of resources for transportation construction projects, and in the design and construction of all state structures, including transportation structures and public buildings. Governor George Deukmejian Executive Order D-86-90, June 2, 1990 The safety of every Californian, as well as the economy of our state, dictates that our highway system be seismically sound. That is why I have assigned top priority to seismic retrofit projects ahead of all other highway spending. Governor Pete Wilson Remarks on opening of the repaired Santa Monica Freeway damaged in the 1994 Northridge earthquake, April 11, 1994 The Seismic Advisory Board believes that the issues of seismic safety and performance of the state’s bridges require Legislative direction that is not subject to administrative change. The risk is not in doubt. Engineering, common sense, and knowledge from prior earthquakes tells us that the consequences of the 1989 and 1994 earthquakes, as devastating as they were, were small when compared to what is likely when a large earthquake strikes directly under an urban area, not at its periphery. -
Recent Movements of the Juan De Fuca Plate System
JOURNAL OF GEOPHYSICAL RESEARCH, VOL. 89, NO. B8, PAGES 6980-6994, AUGUST 10, 1984 Recent Movements of the Juan de Fuca Plate System ROBIN RIDDIHOUGH! Earth PhysicsBranch, Pacific GeoscienceCentre, Departmentof Energy, Mines and Resources Sidney,British Columbia Analysis of the magnetic anomalies of the Juan de Fuca plate system allows instantaneouspoles of rotation relative to the Pacific plate to be calculatedfrom 7 Ma to the present.By combiningthese with global solutions for Pacific/America and "absolute" (relative to hot spot) motions, a plate motion sequencecan be constructed.This sequenceshows that both absolute motions and motions relative to America are characterizedby slower velocitieswhere younger and more buoyant material enters the convergencezone: "pivoting subduction."The resistanceprovided by the youngestportion of the Juan de Fuca plate apparently resulted in its detachmentat 4 Ma as the independentExplorer plate. In relation to the hot spot framework, this plate almost immediately began to rotate clockwisearound a pole close to itself such that its translational movement into the mantle virtually ceased.After 4 Ma the remainder of the Juan de Fuca plate adjusted its motion in responseto the fact that the youngest material entering the subductionzone was now to the south. Differencesin seismicityand recent uplift betweennorthern and southernVancouver Island may reflect a distinction in tectonicstyle betweenthe "normal" subductionof the Juan de Fuca plate to the south and a complex "underplating"occurring as the Explorer plate is overriddenby the continent.The history of the Explorer plate may exemplifythe conditionsunder which the self-drivingforces of small subductingplates are overcomeby the influenceof larger, adjacent plates. The recent rapid migration of the absolutepole of rotation of the Juan de Fuca plate toward the plate suggeststhat it, too, may be nearingthis condition. -
Canada's Earthquakes
Document generated on 09/26/2021 12:45 p.m. Geoscience Canada Canada’s Earthquakes: ‘The Good, the Bad, and the Ugly’ J. F. Cassidy, G. C. Rogers, M. Lamontagne, S. Halchuk and J. Adams Volume 37, Number 1, January 2010 Article abstract Much of Canada is ‘earthquake country’. Tiny earthquakes (that can only be URI: https://id.erudit.org/iderudit/geocan37_1art01 recorded by seismographs) happen every day. On average, earthquakes large enough to be felt occur every week in Canada, damaging earthquakes are years See table of contents to decades apart, and some of the world’s largest earthquakes are typically separated by intervals of centuries. In this article, we provide details on the most significant earthquakes that have been recorded in, or near, Canada, Publisher(s) including where and when they occurred, how they were felt, and the effects of those earthquakes. We also provide a brief review of how earthquakes are The Geological Association of Canada monitored across Canada and some recent earthquake hazard research. It is the results of this monitoring and research, which provide knowledge on ISSN earthquake hazard, that are incorporated into the National Building Code of Canada. This, in turn, will contribute to reduced property losses from future 0315-0941 (print) earthquakes across Canada. 1911-4850 (digital) Explore this journal Cite this article Cassidy, J. F., Rogers, G. C., Lamontagne, M., Halchuk, S. & Adams, J. (2010). Canada’s Earthquakes:: ‘The Good, the Bad, and the Ugly’. Geoscience Canada, 37(1), 1–16. All rights reserved © The Geological Association of Canada, 2010 This document is protected by copyright law. -
Seismicity Remotely Triggered by the Magnitude 7.3 Landers, California, Earthquake Author(S): D
Seismicity Remotely Triggered by the Magnitude 7.3 Landers, California, Earthquake Author(s): D. P. Hill, P. A. Reasenberg, A. Michael, W. J. Arabaz, G. Beroza, D. Brumbaugh, J. N. Brune, R. Castro, S. Davis, D. dePolo, W. L. Ellsworth, J. Gomberg, S. Harmsen, L. House, S. M. Jackson, M. J. S. Johnston, L. Jones, R. Keller, S. Malone, L. Munguia, S. Nava, J. C. Pechmann, A. Sanford, R. W. Simpson, R. B. Smith, M. Stark, M. Stickney, A. Vidal, S. Walter, V. Wong and J. Zollweg Source: Science, New Series, Vol. 260, No. 5114 (Jun. 11, 1993), pp. 1617-1623 Published by: American Association for the Advancement of Science Stable URL: http://www.jstor.org/stable/2881709 . Accessed: 28/10/2013 21:58 Your use of the JSTOR archive indicates your acceptance of the Terms & Conditions of Use, available at . http://www.jstor.org/page/info/about/policies/terms.jsp . JSTOR is a not-for-profit service that helps scholars, researchers, and students discover, use, and build upon a wide range of content in a trusted digital archive. We use information technology and tools to increase productivity and facilitate new forms of scholarship. For more information about JSTOR, please contact [email protected]. American Association for the Advancement of Science is collaborating with JSTOR to digitize, preserve and extend access to Science. http://www.jstor.org This content downloaded from 128.95.104.66 on Mon, 28 Oct 2013 21:58:06 PM All use subject to JSTOR Terms and Conditions ............................................---.----..;- Rv'>'E S5'5.' EA ; a ar"T I_Cl E few tens of kilometersor less of the induc- Seismicity Remotely Triggered by ing source (4). -
Fragility Functions of Manufactured Houses Under Earthquake Loads
University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Civil and Environmental Engineering Theses, Dissertations, and Student Research Civil and Environmental Engineering 7-2021 Fragility Functions of Manufactured Houses under Earthquake Loads Shuyah Tani Aurore Ouoba University of Nebraska-Lincoln, [email protected] Follow this and additional works at: https://digitalcommons.unl.edu/civilengdiss Part of the Civil Engineering Commons, Other Civil and Environmental Engineering Commons, and the Structural Engineering Commons Ouoba, Shuyah Tani Aurore, "Fragility Functions of Manufactured Houses under Earthquake Loads" (2021). Civil and Environmental Engineering Theses, Dissertations, and Student Research. 170. https://digitalcommons.unl.edu/civilengdiss/170 This Article is brought to you for free and open access by the Civil and Environmental Engineering at DigitalCommons@University of Nebraska - Lincoln. It has been accepted for inclusion in Civil and Environmental Engineering Theses, Dissertations, and Student Research by an authorized administrator of DigitalCommons@University of Nebraska - Lincoln. FRAGILITY FUNCTIONS OF MANUFACTURED HOUSES UNDER EARTHQUAKE LOADS by Shuyah T. A. Ouoba A THESIS Presented to the Faculty of The Graduate College at the University of Nebraska In Partial Fulfillment of Requirements For the Degree of Master of Science Major: Civil Engineering Under the Supervision of Professor Christine E. Wittich Lincoln, Nebraska July, 2021 FRAGILITY FUNCTIONS OF MANUFACTURED HOUSES UNDER EARTHQUAKE LOADS Shuyah T. A. Ouoba, M.S University of Nebraska, 2021 Advisor: Christine E. Wittich Manufactured homes are factory-built homes made of wooden structural members, then transported and installed on a given site. Manufactured housing is used in many countries, such as in Australia, and in New Zealand but remain mostly popular in the United States. -
Engineering Geology in Washington, Volume I Washington Diviaion of Geology and Euth Resources Bulletin 78
ENGINEERING GEOLOGY IN WASHINGTON Volume I RICHARD W. GALSTER, Chairman Centennial Volume Committee Washington State Section, Association of Engineering Geologists WASHINGTON DIVISION OF GEOLOGY AND EARTH RESOURCES BULLETIN 78 1989 Prepared in cooperation with the Washington State Section of the A~ociation or Engineering Geologists ''WNatural ASHINGTON STATE Resources DEPARTMENT OF Brian Boyle • Commlssloner 01 Public Lands Ari Stearns - Sup,,rvuor Division of Geology and Earth Resources Raymond LcumanJs. Slate Geologist The use of brand or trade names in this publication is for pur poses of identification only and does not constitute endorsement by the Washington Division of Geology and Earth Resources or the Association of Engineering Geologists. This report is for sale (as the set of two volumes only) by: Publications Washington Department of Natural Resources Division of Geology and Earth Resources Mail Stop PY-12 Olympia, WA 98504 Price $ 27.83 Tax 2.17 Total $ 30.00 Mail orders must be prepaid; please add $1.00 to each order for postage and handling. Make checks or money orders payable to the Department of Natural Resources. This publication is printed on acid-free paper. Printed in the United States of America. ii VOLUME I DEDICATION . ................ .. .. ...... ............ .......................... X FOREWORD ........... .. ............ ................... ..... ................. xii LIST OF AUTHORS ............................................................. xiv INTRODUCTION Engineering Geology in Washington: Introduction Richard W. Galster, Howard A. Coombs, and Howard H. Waldron ................... 3 PART I: ENGINEERING GEOLOGY AND ITS PRACTICE IN WASHINGTON Geologic Factors Affecting Engineered Facilities Richard W. Galster, Chapter Editor Geologic Factors Affecting Engineered Facilities: Introduction Richard W. Galster ................. ... ...................................... 17 Geotechnical Properties of Geologic Materials Jon W. Koloski, Sigmund D. Schwarz, and Donald W. -
Carroll College Women and the Helena Earthquakes Of
CARROLL COLLEGE WOMEN AND THE HELENA EARTHQUAKES OF 1935 A THESIS SUBMITTED IN FULFILLMENT OF THE REQUIREMENTS FOR GRADUATION HONORS DEPARTMENT OF HISTORY BY TREVOR BELNAP HELENA, MONTANA APRIL 2008 CORETTE LIBRARY >« » mi! EOF ,0* SIGNATURE PAGE This thesis for honors recognition has been approved for the Department of History by: Gillian Glaes, Ph.D, Director 5-/- oj Robert Swartout, Ph.D, Reader Copyright © 2008 by Trevor Belnap All rights reserved CONTENTS LIST OF FIGURES................................................................................................................v PREFACE..............................................................................................................................vi INTRODUCTION...................................................................................................................1 CHAPTER 1: WOMEN’S ROLES IN DEPRESSION-ERA HELENA............................4 CHAPTER 2: EXPERIENCES OF WOMEN DURING TEH EARTHQUAKES........ 17 CHAPTER 3: WOMEN AND RECONSTRUCTION.................................................. 31 CONCLUSION...................................................................................................................... 42 NOTES...................................................................................................................................45 BIBLIOGRAPHY.................................................................................................................. 51 iv FIGURES 1. Saint Joseph’s Orphanage................................................................................................15 -
MULTI-JURISDICTIONAL PRE-DISASTER MITIGATION PLAN, UPDATE 2012 Yellowstone County City of Billings City of Laurel Town of Broadview
MULTI-JURISDICTIONAL PRE-DISASTER MITIGATION PLAN, UPDATE 2012 Yellowstone County City of Billings City of Laurel Town of Broadview YELLOWSTONE COUNTY DISASTER AND EMERGENCY SERVICES 217 N. 27th Street PO Box 35004 Billings, Montana 59407 January 2012 Atkins Project #: 100013850 Yellowstone County Disaster and Emergency Services MULTI-JURISDICTIONAL PRE-DISASTER MITIGATION PLAN, UPDATE 2012 Yellowstone County City of Billings City of Laureel Town of Broadview Prepared for: YELLOWSTONE COUNTY DISASTER AND EMERGENCY SERVICES 217 N 27th St PO Box 35004 Billings, MT 59407 Prepared by: Atkins 1120 Cedar St Missoula, MT 59801 Date: January 2012 Project #: 100013850 Atkins Multi-Jurisdiction PDM Plan, Update 2012 | 100013850 | January 2012 Yellowstone County Disaster and Emergency Services Table of contents Executive Summary ..................................................................................................................................... i PREFACE ..................................................................................................................................................... vi 1.0 INTRODUCTION ............................................................................................................................... 1 1.1. Purpose ............................................................................................................................................. 1 1.2. Project Area Location, Land Use, Economy, Population ..................................................................2 1.3. -
The Field Act and Its Effectiveness in Reducing Earthquake Damage
State of California Alfred E. Alquist Seismic Safety Commission The Field Act and its Relative Effectiveness in Reducing Earthquake Damage in California Public Schools Appendices October 2009 1755 Creekside Oaks Drive, #100 Sacramento, California 95833 (916) 263-5506 www.seismic.ca.gov CSSC 09-02 i Table of Contents Page Appendix A: Synopsis of Research Methodology 1 Appendix B: Major 20th Century California Earthquakes 4 Appendix C: Counties that were Affected by California Earthquakes 5 Appendix D: School Sites that Experienced MMI VII or Greater Ground Shaking 6 Appendix E: Mapping of School Sites on Google Earth and Google Maps 18 Appendix F: History of Significant Building Code Changes 21 Appendix G: Comparison of Administrative Requirements of the Uniform 34 Building Code and the Field Act Appendix H: Performance of Field Act Structures as Compared to Non-Field 35 Act Structures in Significant California Earthquakes Since 1933 Appendix I: Description of the Modified Mercalli Intensity (MMI) Scale 45 Appendix J: ATC-20 Building Rating System 47 Appendix K: Significant U.S. Earthquakes Since 1933 Outside California 48 Appendix L: American Red Cross Designated Shelters in 23 California Counties 53 Appendix M: Bibliography of Literature Related to the Field Act 54 References 55 ii Appendix A: Synopsis of Research Methodology The objective of this study was to determine if the Field Act has been effective in reducing structural damage in public school buildings, including community colleges, as compared to comparable buildings constructed to non-Field Act standards. This effort was based on literature that has already been published; no primary data collection was intended to be part of this study. -
Seismic Resilience Report Is Located on the Seismic Resilience Sharepoint Site
REPORT SEISMIC RESILIENCE FIRST BIENNIAL REPORT The Metropolitan Water District of Southern California 700 N. Alameda Street, Los Angeles, California 90012 Report No. 1551 February 2018 The Metropolitan Water District of Southern California Seismic Resilience First Biennial Report SEISMIC RESILIENCE FIRST BIENNIAL REPORT Prepared By: The Metropolitan Water District of Southern California 700 North Alameda Street Los Angeles, California 90012 Report Number 1551 February 2018 Report No. 1551 – February 2018 iii The Metropolitan Water District of Southern California Seismic Resilience First Biennial Report Copyright © 2018 by The Metropolitan Water District of Southern California. The information provided herein is for the convenience and use of employees of The Metropolitan Water District of Southern California (MWD) and its member agencies. All publication and reproduction rights are reserved. No part of this publication may be reproduced or used in any form or by any means without written permission from The Metropolitan Water District of Southern California. Any use of the information by any entity other than Metropolitan is at such entity's own risk, and Metropolitan assumes no liability for such use. Prepared under the direction of: Gordon Johnson Chief Engineer Prepared by: Robb Bell Engineering Services Don Bentley Water Resource Management Winston Chai Engineering Services David Clark Engineering Services Greg de Lamare Engineering Services Ray DeWinter Administrative Services Edgar Fandialan Water Resource Management Ricardo Hernandez -
Seismic Intensities of Earthquakes of Conterminous United States Their Prediction and Interpretation
Seismic Intensities of Earthquakes of Conterminous United States Their Prediction and InterpretationJL Seismic Intensities of Earthquakes of Conterminous United States Their Prediction and Interpretation By J. F. EVERNDEN, W. M. KOHLER, and G. D. CLOW GEOLOGICAL SURVEY PROFESSIONAL PAPER 1223 Description of a model for computing intensity patterns for earthquakes. Demonstration and explanation of systematic variations of attenuation and earthquake parameters throughout the conterminous United States UNITED STATES GOVERNMENT PRINTING OFFICE, WASH INGTON: 1981 UNITED STATES DEPARTMENT OF THE INTERIOR JAMES G. WATT, Secretary GEOLOGICAL SURVEY Doyle G. Frederick, Acting Director Library of Congress catalog-card No. 81-600089 For sale by the Superintendent of Documents, U.S. Government Printing Office Washington, D.C. 20402 CONTENTS Page Page Abstract ___________________________ ___ 1 Examples of observed predicted intensities Con. Introduction __ ____________________ 1 Seattle earthquake of April 13, 1949 ____________ 23 Rossi-Forel intensities versus Modified Mercalli intensities __ 2 Lompoc earthquake of November 4, 1927 __________ 27 Presently available models for predicting seismic intensities __ 3 Earthquakes of Eastern United States _ _______ _ 36 California ___________________________ 3 Fault length versus moment, magnitude, and energy release Conterminous United States _______________ 4 versus k region._______________________ 36 Examples of observed versus predicted intensities____ ___ 7 Crustal calibration as function of region __ -
COVER Page Data for Quaternary Faults in Western Montana
COVER Page Data for Quaternary faults in western Montana by Kathleen M. Haller, Richard L. Dart, Michael N. Machette, and Michael C. Stickney CONTENTS INTRODUCTION ...................................................................................................................................................... 1 STRATEGY FOR DATA COMPILATION ............................................................................................................ 1 EXPLANATION OF PRIMARY DATA FIELDS................................................................................................... 2 HISTORICAL SEISMICITY.................................................................................................................................... 3 HEBGEN LAKE EARTHQUAKE..................................................................................................................................... 4 SYNOPSIS OF QUATERNARY FAULTING IN WESTERN MONTANA......................................................... 5 LIST OF CONTRIBUTING INDIVIDUALS .......................................................................................................... 7 DEFINITION OF DATABASE TERMS.................................................................................................................. 2 FAULT AND FOLD DATABASE ............................................................................................................................ 5 606, DEADMAN FAULT (CLASS A)............................................................................................................................