The Field Act and Its Effectiveness in Reducing Earthquake Damage
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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. -
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. -
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)............................................................................................................................ -
Significant Earthquakes Experienced in Washington Since 1872 Note: Top 6 Earthquakes with Greatest Impacts Are Preceded by ** and Underlined
Significant Earthquakes Experienced in Washington Since 1872 Note: Top 6 earthquakes with greatest impacts are preceded by ** and underlined 1800s **December 14, 1872 Washington State Earthquake The earthquake is the largest historical earthquake in eastern Washington, and the most widely felt earthquake in the state. The magnitude of the shallow earthquake, centered around Lake Chelan, WA, is debated. It was an estimated M 6.5 to M 7.5, with a moment intensity (MI) of 6.8. The maximum modified Mercalli intensity was IX. It was felt over 390,000 mi2. Landslides and groundwater disturbances occurred near the lake and along the Columbia River, and a fissure split in the ground south of Seattle. Damages included chimney cracks and shattered windows. People were knocked off their feet at Snoqualmie Pass, and trees toppled. The failed Spencer Canyon fault was discovered long after the earthquake. Sources: https://assets.pnsn.org/HIST_CAT/SSA01274.pdf https://web.archive.org/web/20160101023203/https://www.seattletimes.com/seattle- news/scientists-may-be-cracking-mystery-of-big-1872-earthquake/ http://www.burkemuseum.org/static/earthquakes/cur-history.html December 12, 1880 Earthquake The earthquake originating near Kent, WA has no recorded magnitude, but was felt from Victoria to Portland. It had a maximum modified Mercalli intensity of VII. Shaking caused ringing of bells, chimney damage. Source: https://assets.pnsn.org/CASCAT2006/Index_152_216.html April 30, 1882 Earthquake Originating in the Puget Sound - Salish Sea area, the deep earthquake was estimated to be M 5.75 to M 6.2. Modified Mercalli intensity reported in Olympia was VI. -
Normalized Earthquake Damage and Fatalities in the United States: 1900–2005
Normalized Earthquake Damage and Fatalities in the United States: 1900–2005 Kevin Vranes1 and Roger Pielke Jr.2 Abstract: Damage estimates from 80 U.S. earthquakes since 1900 are “normalized” to 2005 dollars by adjusting for inflation, increases in wealth, and changes in population. Factors accounting for mitigation at 1 and 2% loss reduction per year are also considered. The earthquake damage record is incomplete, perhaps by up to 25% of total events that cause damage, but all of the most damaging events are accounted for. For events with damage estimates, cumulative normalized losses since 1900 total $453 billion, or $235 billion and $143 billion when 1 and 2% mitigation is factored, respectively. The 1906 San Francisco earthquake and fire adjusts to $39–$328 billion depending on assumptions and mitigation factors used, likely the most costly natural disaster in U.S. history in normalized 2005 values. Since 1900, 13 events would have caused $1 billion or more in losses had they occurred in 2005; five events adjust to more than $10 billion in damages. Annual average losses range from $1.3 billion to $5.7 billion with an average across data sets and calculation methods of $2.5 billion, below catastrophe model estimates and estimates of average annual losses from hurricanes. Fatalities are adjusted for population increase and mitigation, with five events causing over 100 fatalities when mitigation is not considered, four ͑three͒ events when 1% ͑2%͒ mitigation is considered. Fatalities in the 1906 San Francisco event adjusts from 3,000 to over 24,000, or 8,900 ͑3,300͒ if 1% ͑2%͒ mitigation is considered. -
Information Circular 85. Washington State Earthquake Hazards
WASHING1rON STATE EARTHQUAKE:HAZARDS by LINDA LAWRANCE NOS , ANTHONY QAMAR, AND GERALD W. THORSEN WASHING TON DIVISION OF GEOLOGY AND EARTH RESOURCE INFORMATION CIRCULAR 85 1988 WASHINGTON STATE DEPARTMENT OF Natural Resources Brian Boyle - Commissioner of Public Lands Art Stearns - Supervisor Division of Geology and Earth Resources Raymond Lasmanis, State Geologist Cover photo: Damage to an unreinforced masonry building in downtown Centralia in 1949. A man was killed by the falling upper walls of this two-story corner building. Unreinforced masonry walls, gables, cornices, and partitions were the most seriously damaged structures in the 1949 and 1965 earthquakes. Inferior mortar and inadequate ties between walls and floors compounded the damage. (Photo from the A. E. Miller Col lection, University of Washington Archives) -- WASHING TON ST ATE EARTHQUAKE HAZARDS by LINDA LAWRANCE NOSON, ANTHONY QAMAR, AND GERALD W. THORSEN WASHINGTON DIVISION OF GEOLOGY AND EARTH RESOURCES INFORMATION CIRCULAR 85 1988 • . ' NaturalWASHING10N STATE Resources DEPARTMENT OF Brtan Boyle • Commasloner 01 P\lbllc Lands Art Steorns • Supervisor Divisfon 0 1 Geology and Earth Resources Raymond Lasmanis. State Geo!ogisl The authors gratefully acknowledge review of the manuscript of this publication by members of the Geophysics Program. University of Washington. This report is available from: Publications Washington Department of N arural Resources Division of Geology and Earth Resources Mail Stop PY-12 Olympia, WA 98504 The printing of this report was supported by U.S. Geological Survey Earthquake Hazards Reduction Program Agreement No. 14-08-0001-A0509. This publication is free, but please add $1.00 to each order for postage and handling. Make checks or money orders payable to the Department of Natural Resources. -
Bulletin of the Seismological Society of America
Bulletin of the Seismological Society of America. Vol. 49; No. 2, pp. 123-162 April, ]959 Bulletin of the Seismological Society of America Vol. 49 APRIL, 1959 No. 2 SEISMIC REGIONALIZATION By C. F. RICHTER ABSTRACT In the USSR earthquake risk is now officially mapped by division into areas numbered with the degrees of the Modified Mercalli intensity scale, to show maximum reasonably expectable intensity during future earthquakes on ground of the prevailing character. This paper presents and discusses maps on the same plan for the Los Angeles Basin and its vicinity, for California, and for the United States. The effect of variation of ground from point to point can be shown only on a large scale. This is microregionalization; the map for the Los Angeles Basin is an example. Small-scale regionaliza- tion maps require generalization. Prevailing ground is selected, not strictly by percentage of area, but by considering the foundation likely to be used for construction, in mountainous areas mostly small alluvial patches less stable than the surrounding rock. Regionalization and especially mieroregionalization can be used in construction and planning, as indicating maximum effects to be considered in designing permanent structures. In adjusting insurance rates, and in designing temporary structures, statistical frequency of occurrence is also involved. Over small areas, regionalization depends largely on local variation of ground and geology; over large areas, distance from active faults must be considered. Attention Should be given to the effect of structural trends and of wave path on the form of isoseismal curves. Mapping for the Los Angeles Basin area is reasonably definite. -
FINAL ENVIRONMENTAL ASSESSMENT Freedom's Path At
FINAL ENVIRONMENTAL ASSESSMENT Freedom’s Path at Fort Harrison Project Prepared for: U.S. Department of Veterans Affairs 810 Vermont Ave NW Washington, D.C. 20420 Prepared by: WESTECH Environmental Services, Inc. P.O. Box 6045 Helena, MT 59604 August 2017 Freedom’s Path at Fort Harrison i WESTECH Environmental Services, Inc. Final Environmental Assessment August 2017 TABLE OF CONTENTS LIST OF ACRONYMS AND ABBREVIATIONS ..................................................................................... iv EXECUTIVE SUMMARY .................................................................................................................... vi 1.0 INTRODUCTION ................................................................................................................... 1 1.1 Project Background ................................................................................................. 1 1.2 Purpose and Need ................................................................................................... 3 2.0 PROPOSED ACTION AND ALTERNATIVES ............................................................................ 3 2.1 Proposed Action ...................................................................................................... 4 2.2 No Action Alternative.............................................................................................. 4 3.0 AFFECTED ENVIRONMENT AND ENVIRONMENTAL IMPACTS ............................................ 4 3.1 Aesthetics ...............................................................................................................