Chapter 4.1 Earthquake Hazard

Total Page:16

File Type:pdf, Size:1020Kb

Chapter 4.1 Earthquake Hazard Chapter 4.1 Earthquake Hazard Hazard Type EARTHQUAKE Probability of Occurrence HIGH Vulnerability Chapter 4.1 HIGH Risk Earthquake Hazard Profile HIGH Introduction and Oregon residents about how such a destructive event would forever change the Of all hazards that impact the Pacific Northwest, Pacific Northwest. The article successfully earthquakes cause the most widespread increased public awareness about the region’s damage to transportation, communications, seismic hazards. However, much work remains utilities, buildings, and business, and to prepare people and communities for disrupt services across all sectors of society. what most earth scientists consider a certain Earthquakes are among the most feared natural catastrophic event. hazard because they strike without warning and most of the population has little to no personal At least 20 damaging earthquakes have rattled experience with them. Washington State in the last 125 years — most in Western Washington. Since 1970, over The July 20, 2015 Pulitzer Prize winning New 5,300 earthquakes with epicenters within a Yorker article titled, “The Really Big One” 40-mile radius from central Thurston County described in detail the effects of the entire have been detected.1 Most of these events are Cascadia Subduction Zone rupturing with a simply captured as data points by seismographs magnitude 9.0 earthquake and the ensuing and pass without notice. Ninety-three of these tsunami. The article generated significant seismic events had epicenters in Thurston conversation and concern among Washington County, most less than magnitude 2. 4.1-1 Hazards Mitigation Plan March 2017 Chapter 4.1 Earthquake Hazard Figure 4.1.1 Earthquake Epicenters in Thurston County The 1949, 1965, and 2001 Nisqually This earthquake hazard profile presents an earthquakes that shook Thurston County are overview of the source, effects, risks, and a clear indication that seismic events similar a summary of historical incidents. Three to the Nisqually quake’s magnitude or greater earthquake scenarios were modeled using are likely to recur within a 25-year horizon – a a Geographical Information System (GIS) high probability of occurrence. Each of these software tool, HAZUS, to evaluate potential historic events caused significant widespread losses within Thurston County. In addition, damage to the region. The Nisqually quake is GIS hazard exposure data is shown for the a reminder of the region’s vulnerability and as incorporated and unincorporated portions of such, the Thurston Region has a high risk rating Thurston County, including local government for earthquake hazards. essential facilities that are potentially at risk to the effects of liquefaction. March 2017 Hazards Mitigation Plan 4.1-2 Chapter 4.1 Earthquake Hazard Hazard Identification An earthquake is the result of elastic energy bound within a fault releasing, due to a sudden fracture and movement of rocks inside the Earth. A fault is a fracture in the Earth where the two sides have been displaced relative to each other. Most faults in Washington, such as the Seattle fault, are a combination of strike-slip fault and a thrust or reverse fault. When a fault ruptures, the seismic energy is dispersed in waves that move through the earth in all directions, and with sufficient magnitude will cause the ground to shake violently. This shaking motion and the subsequent behavior of the earth’s surface – liquefaction, landslides, ruptures, or ground failure – causes the destruction of buildings and other infrastructure. Large earthquake can also produce secondary destructive effects including tsunamis, flooding, and fires. Figure 4.1.2 Known and Suspected Faults in Washington State Numerous known and suspected faults or fault zones exist throughout the greater Puget Sound Basin. The Olympia fault runs from northwest to southeast across Thurston County. 4.1-3 Hazards Mitigation Plan March 2017 Chapter 4.1 Earthquake Hazard Severity – Measuring the Size of an Earthquake Magnitude Several common measures are used to articulate earthquake strength. Magnitude (M) is a measurement of the total quantified energy released by an earthquake. “Moment magnitude” is calculated from the amount of movement on the fault causing the earthquake and the area of the fault surface that ruptures during the earthquake. It is a base-10 logarithmic scale, where each whole number increase in magnitude represents a ten-fold increase in measured amplitude, and about 32 times more ‘elastic’ energy released in the form of seismic waves than the magnitude that precedes it. For example, an M7 earthquake releases about 32 times more energy than a M6, while an M8 releases about 30 times more energy than an M7. A M9 earthquake thereby releases nearly 1,000 times more energy than a large M7 earthquake and nearly 33,000 times more energy than an M6 event. Figure 4.1.4 illustrates the scale of the magnitude of historic earthquakes. Figure 4.1.4 Comparison of Recent and Historic Earthquakes by Energy Release (Magnitude)2 March 2017 Hazards Mitigation Plan 4.1-4 Chapter 4.1 Earthquake Hazard Peak Ground Acceleration observations provide qualitative statements about the likely extent of damages for Peak ground acceleration (PGA) is equal earthquakes with various levels of ground to the maximum ground acceleration that shaking (PGA) at a given site: occurred during earthquake shaking at a location. PGA is equal to the amplitude of • Ground motions of only 1% g or 2% g the largest absolute acceleration recorded on are widely felt by people; hanging plants an accelerogram at a site during a particular and lamps swing strongly, but damage earthquake. Below is an excerpt from the levels, if any, are usually very low. Washington State Enhanced Hazards Mitigation • Ground motions below about 10% g Plan describing Peak Ground Acceleration.3 usually cause only slight damage. PGA is a measure of the intensity of shaking, • Ground motions between about 10% relative to the acceleration of gravity (g). For g and 30% g may cause minor to example, an acceleration of 1.0 g PGA is moderate damage in well-designed an extremely strong ground motion, which buildings, with higher levels of damage does occur near the epicenter of large in more vulnerable buildings. At this level earthquakes. With a vertical acceleration of ground shaking, some poorly built of 1.0 g, objects are thrown into the air. buildings may be subject to collapse. With a horizontal acceleration of 1.0 g, • Ground motions above about 30% g objects accelerate sideways at the same may cause significant damage in well- rate as if they had been dropped from the designed buildings and very high levels ceiling. 10% g PGA means that the ground of damage (including collapse) in poorly acceleration is 10% that of gravity, and so designed buildings. on. • Ground motions above about 50% g Damage levels experienced in an may cause significant damage in most earthquake vary with the intensity of ground buildings, even those designed to resist shaking and with the seismic capacity seismic forces. of structures. The following generalized 4.1-5 Hazards Mitigation Plan March 2017 Chapter 4.1 Earthquake Hazard The United States Geological Survey’s National Seismic Hazard Maps program produces data and maps derived from seismic hazard curves calculated on a grid of sites across the United States that describe the annual frequency of exceeding a set of ground motions. The figure below depicts probabilistic ground motions with a two percent probability of exceedance in 50 years for Washington State. Figure 4.1.5 Two Percent Probability of Exceedance in 50 Years Map of Peak Ground Acceleration4 March 2017 Hazards Mitigation Plan 4.1-6 Chapter 4.1 Earthquake Hazard Modified Mercalli Intensity The Modified Mercalli Intensity (MMI) Scale measures the earthquake intensity by the damage it causes. Peak ground acceleration (PGA) is a measure of the strength of ground movements. It expresses an earthquake’s severity by comparing its acceleration to the normal acceleration due to gravity. The MMI value assigned to a specific site after an earthquake has a more meaningful measure of severity to the nonscientist than the magnitude because intensity refers to the effects actually experienced at that place. The lower numbers of the intensity scale generally deal with how people feel the earthquake. The higher numbers of the scale are based on observed structural damage. Structural engineers usually contribute information for assigning intensity values of VIII or above. The intensity of an earthquake is also dependent upon the magnitude, the epicenter, the depth, and the soil or rock conditions at the site. The intensity of ground shaking increases with the amount of energy released and decreases with distance from the causative fault or epicenter. The following is an abbreviated description of the levels of Modified Mercalli intensity. Intensity Shaking Description/Damage I Not felt Not felt except by a very few under especially favorable conditions. II Weak Felt only by a few persons at rest, especially on upper floors of buildings. Felt quite noticeably by persons indoors, especially on upper floors of buildings. Many III Weak people do not recognize it as an earthquake. Standing motor cars may rock slightly. Vibrations similar to the passing of a truck. Duration estimated. Felt indoors by many, outdoors by few during the day. At night, some awakened. IV Light Dishes, windows, doors disturbed; walls make cracking sound. Sensation like heavy truck striking building. Standing motor cars rocked noticeably. Felt by nearly everyone; many awakened. Some dishes, windows broken. Unstable V Moderate objects overturned. Pendulum clocks may stop. Felt by all, many frightened. Some heavy furniture moved; a few instances of fallen VI Strong plaster. Damage slight. Damage negligible in buildings of good design and construction; slight to moderate in VII Very strong well-built ordinary structures; considerable damage in poorly built or badly designed structures; some chimneys broken.
Recommended publications
  • Cambridge University Press 978-1-108-44568-9 — Active Faults of the World Robert Yeats Index More Information
    Cambridge University Press 978-1-108-44568-9 — Active Faults of the World Robert Yeats Index More Information Index Abancay Deflection, 201, 204–206, 223 Allmendinger, R. W., 206 Abant, Turkey, earthquake of 1957 Ms 7.0, 286 allochthonous terranes, 26 Abdrakhmatov, K. Y., 381, 383 Alpine fault, New Zealand, 482, 486, 489–490, 493 Abercrombie, R. E., 461, 464 Alps, 245, 249 Abers, G. A., 475–477 Alquist-Priolo Act, California, 75 Abidin, H. Z., 464 Altay Range, 384–387 Abiz, Iran, fault, 318 Alteriis, G., 251 Acambay graben, Mexico, 182 Altiplano Plateau, 190, 191, 200, 204, 205, 222 Acambay, Mexico, earthquake of 1912 Ms 6.7, 181 Altunel, E., 305, 322 Accra, Ghana, earthquake of 1939 M 6.4, 235 Altyn Tagh fault, 336, 355, 358, 360, 362, 364–366, accreted terrane, 3 378 Acocella, V., 234 Alvarado, P., 210, 214 active fault front, 408 Álvarez-Marrón, J. M., 219 Adamek, S., 170 Amaziahu, Dead Sea, fault, 297 Adams, J., 52, 66, 71–73, 87, 494 Ambraseys, N. N., 226, 229–231, 234, 259, 264, 275, Adria, 249, 250 277, 286, 288–290, 292, 296, 300, 301, 311, 321, Afar Triangle and triple junction, 226, 227, 231–233, 328, 334, 339, 341, 352, 353 237 Ammon, C. J., 464 Afghan (Helmand) block, 318 Amuri, New Zealand, earthquake of 1888 Mw 7–7.3, 486 Agadir, Morocco, earthquake of 1960 Ms 5.9, 243 Amurian Plate, 389, 399 Age of Enlightenment, 239 Anatolia Plate, 263, 268, 292, 293 Agua Blanca fault, Baja California, 107 Ancash, Peru, earthquake of 1946 M 6.3 to 6.9, 201 Aguilera, J., vii, 79, 138, 189 Ancón fault, Venezuela, 166 Airy, G.
    [Show full text]
  • What's Shaking
    ISSUE 03 - February 2016 WHAT’S SHAKING newsletter of the THE NEVADA SEISMOLOGICAL LABORATORY Earthquake Update NEVADA Carson RENO City Maps of earthquakes located by the Nevada Seismo- logical Laboratory (NSL) between 1/1/16 and 1/31/16, within the NSL network (right). Truckee Meadows region (above), Hawthorne, Nevada area (bottom left) and the area surrounding Las Vegas, Nevada (bottom right). HAWTHORNE Earthquakes located by the NSL (1/1/16-1/31/16) ML Quantity 4.0+ 1 3.0-3.9 2 2.0-2.9 67 Nevada 1.0-1.9 478 National ML < 1.0 809 Security Site Total 1357 eismicity during January included a small sequence near Haw- Sthorne, Nevada (above), and a notable sequence near Enter- LAS VEGAS prise, Utah (right). The largest of these Hawthorne events measured M3.2, and several events greater than M2.0 were also recorded. An event (M4.3) that occurred near Enterprise, Utah shook several eastern Nevada communities on January 15, 2016. The Sheldon Sequence also continues to be active in northwestern Nevada. Maps compiled by D. Molisee (2016) www.graphicdiffer.comwww.seismo.unr.edu @NVSeismoLab1 DEVELOPMENTS NSL Graduate Students Leverage Funding from the National Science Foundation unding for Steve Angster and will focus on the Agai-Pai, Indian FIan Pierce has come from Head, Gumdrop, Benton Springs, a National Science Foundation and Petrified fault systems, while grant (Steve Wesnousky, lead PI) Ian will study the Tahoe, Carson, focused on the deformation pat- Antelope Valley, Smith Valley, Ma- tern and kinematics of the Walker son Valley, and Walker Lake fault Lane.
    [Show full text]
  • Geologic History of Siletzia, a Large Igneous Province in the Oregon And
    Geologic history of Siletzia, a large igneous province in the Oregon and Washington Coast Range: Correlation to the geomagnetic polarity time scale and implications for a long-lived Yellowstone hotspot Wells, R., Bukry, D., Friedman, R., Pyle, D., Duncan, R., Haeussler, P., & Wooden, J. (2014). Geologic history of Siletzia, a large igneous province in the Oregon and Washington Coast Range: Correlation to the geomagnetic polarity time scale and implications for a long-lived Yellowstone hotspot. Geosphere, 10 (4), 692-719. doi:10.1130/GES01018.1 10.1130/GES01018.1 Geological Society of America Version of Record http://cdss.library.oregonstate.edu/sa-termsofuse Downloaded from geosphere.gsapubs.org on September 10, 2014 Geologic history of Siletzia, a large igneous province in the Oregon and Washington Coast Range: Correlation to the geomagnetic polarity time scale and implications for a long-lived Yellowstone hotspot Ray Wells1, David Bukry1, Richard Friedman2, Doug Pyle3, Robert Duncan4, Peter Haeussler5, and Joe Wooden6 1U.S. Geological Survey, 345 Middlefi eld Road, Menlo Park, California 94025-3561, USA 2Pacifi c Centre for Isotopic and Geochemical Research, Department of Earth, Ocean and Atmospheric Sciences, 6339 Stores Road, University of British Columbia, Vancouver, BC V6T 1Z4, Canada 3Department of Geology and Geophysics, University of Hawaii at Manoa, 1680 East West Road, Honolulu, Hawaii 96822, USA 4College of Earth, Ocean, and Atmospheric Sciences, Oregon State University, 104 CEOAS Administration Building, Corvallis, Oregon 97331-5503, USA 5U.S. Geological Survey, 4210 University Drive, Anchorage, Alaska 99508-4626, USA 6School of Earth Sciences, Stanford University, 397 Panama Mall Mitchell Building 101, Stanford, California 94305-2210, USA ABSTRACT frames, the Yellowstone hotspot (YHS) is on southern Vancouver Island (Canada) to Rose- or near an inferred northeast-striking Kula- burg, Oregon (Fig.
    [Show full text]
  • 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.
    [Show full text]
  • Constraining the Holocene Extent of the Northwest Meers Fault, Oklahoma Using High-Resolution Topography and Paleoseismic Trenching
    Portland State University PDXScholar Dissertations and Theses Dissertations and Theses Summer 9-8-2017 Constraining the Holocene Extent of the Northwest Meers Fault, Oklahoma Using High-Resolution Topography and Paleoseismic Trenching Kristofer Tyler Hornsby Portland State University Follow this and additional works at: https://pdxscholar.library.pdx.edu/open_access_etds Part of the Geology Commons, and the Geomorphology Commons Let us know how access to this document benefits ou.y Recommended Citation Hornsby, Kristofer Tyler, "Constraining the Holocene Extent of the Northwest Meers Fault, Oklahoma Using High-Resolution Topography and Paleoseismic Trenching" (2017). Dissertations and Theses. Paper 3890. https://doi.org/10.15760/etd.5778 This Thesis is brought to you for free and open access. It has been accepted for inclusion in Dissertations and Theses by an authorized administrator of PDXScholar. Please contact us if we can make this document more accessible: [email protected]. Constraining the Holocene Extent of the Northwest Meers Fault, Oklahoma Using High-Resolution Topography and Paleoseismic Trenching by Kristofer Tyler Hornsby A thesis submitted in partial fulfillment of the requirements for the degree of Master of Science In Geology Thesis Committee: Ashley R. Streig, Chair Scott E.K. Bennett Adam M. Booth Portland State University 2017 ABSTRACT The Meers Fault (Oklahoma) is one of few seismogenic structures with Holocene surface expression in the stable continental region of North America. Only the ~37 km- long southeastern section of the ~55 km long Meers Fault is interpreted to be Holocene- active. The ~17 km-long northwestern section is considered to be Quaternary-active (pre- Holocene); however, its low-relief geomorphic expression and anthropogenic alteration have presented difficulties in evaluating the fault length and style of Holocene deformation.
    [Show full text]
  • 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.
    [Show full text]
  • 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.
    [Show full text]
  • Diverse Rupture Modes for Surface-Deforming Upper Plate Earthquakes in the Southern Puget Lowland of Washington State
    Diverse rupture modes for surface-deforming upper plate earthquakes in the southern Puget Lowland of Washington State Alan R. Nelson1,*, Stephen F. Personius1, Brian L. Sherrod2, Harvey M. Kelsey3, Samuel Y. Johnson4, Lee-Ann Bradley1, and Ray E. Wells5 1Geologic Hazards Science Center, U.S. Geological Survey, MS 966, PO Box 25046, Denver, Colorado 80225, USA 2U.S. Geological Survey at Department of Earth and Space Sciences, University of Washington, Box 351310, Seattle, Washington 98195, USA 3Department of Geology, Humboldt State University, Arcata, California 95521, USA 4Western Coastal and Marine Geology Science Center, U.S. Geological Survey, 400 Natural Bridges Drive, Santa Cruz, California 95060, USA 5Geology, Minerals, Energy, and Geophysics Science Center, U.S. Geological Survey, 345 Middlefi eld Road, MS 973, Menlo Park, California 94025, USA ABSTRACT earthquakes. In the northeast-striking Saddle migrating forearc has deformed the Seto Inland Mountain deformation zone, along the west- Sea into a series of basins and uplifts bounded Earthquake prehistory of the southern ern limit of the Seattle and Tacoma fault by faults. One of these, the Nojima fault, pro- Puget Lowland, in the north-south com- zones, analysis of previous ages limits earth- duced the 1995 Mw6.9 Hyogoken Nanbu (Kobe) pressive regime of the migrating Cascadia quakes to 1200–310 cal yr B.P. The prehistory earthquake, which killed more than 6400 peo- forearc, refl ects diverse earthquake rupture clarifi es earthquake clustering in the central ple, destroyed the port of Kobe, and caused modes with variable recurrence. Stratigraphy Puget Lowland, but cannot resolve potential $100 billion in damage (Chang, 2010).
    [Show full text]
  • Cascadia Low Frequency Earthquakes at the Base of an Overpressured Subduction Shear Zone ✉ Andrew J
    ARTICLE https://doi.org/10.1038/s41467-020-17609-3 OPEN Cascadia low frequency earthquakes at the base of an overpressured subduction shear zone ✉ Andrew J. Calvert 1 , Michael G. Bostock 2, Geneviève Savard 3 & Martyn J. Unsworth4 In subduction zones, landward dipping regions of low shear wave velocity and elevated Poisson’s ratio, which can extend to at least 120 km depth, are interpreted to be all or part of the subducting igneous oceanic crust. This crust is considered to be overpressured, because fl 1234567890():,; uids within it are trapped beneath an impermeable seal along the overlying inter-plate boundary. Here we show that during slow slip on the plate boundary beneath southern Vancouver Island, low frequency earthquakes occur immediately below both the landward dipping region of high Poisson’s ratio and a 6–10 km thick shear zone revealed by seismic reflections. The plate boundary here either corresponds to the low frequency earthquakes or to the anomalous elastic properties in the lower 3–5 km of the shear zone immediately above them. This zone of high Poisson’s ratio, which approximately coincides with an electrically conductive layer, can be explained by slab-derived fluids trapped at near-lithostatic pore pressures. 1 Department of Earth Sciences, Simon Fraser University, 8888 University Drive, Burnaby, BC V5A 1S6, Canada. 2 Department of Earth, Ocean and Atmospheric Sciences, 2207 Main Mall, University of British Columbia, Vancouver, BC V6T 1Z4, Canada. 3 Department of Geosciences, University of Calgary, 2500 University Drive NW, Calgary, AB T2N 1N4, Canada. 4 Department of Physics, University of Alberta, Edmonton, AB T6G 2E9, Canada.
    [Show full text]
  • 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.
    [Show full text]
  • Deep-Water Turbidites As Holocene Earthquake Proxies: the Cascadia Subduction Zone and Northern San Andreas Fault Systems
    University of New Hampshire University of New Hampshire Scholars' Repository Faculty Publications 10-1-2003 Deep-water turbidites as Holocene earthquake proxies: the Cascadia subduction zone and Northern San Andreas Fault systems Chris Goldfinger Oregon State University C. Hans Nelson Universidad de Granada Joel E. Johnson University of New Hampshire, Durham, [email protected] Follow this and additional works at: https://scholars.unh.edu/faculty_pubs Recommended Citation Goldfinger, C. Nelson, C.H., and Johnson, J.E., 2003, Deep-Water Turbidites as Holocene Earthquake Proxies: The Cascadia Subduction Zone and Northern San Andreas Fault Systems. Annals of Geophysics, 46(5), 1169-1194. http://dx.doi.org/10.4401%2Fag-3452 This Article is brought to you for free and open access by University of New Hampshire Scholars' Repository. It has been accepted for inclusion in Faculty Publications by an authorized administrator of University of New Hampshire Scholars' Repository. For more information, please contact [email protected]. ANNALS OF GEOPHYSICS, VOL. 46, N. 5, October 2003 Deep-water turbidites as Holocene earthquake proxies: the Cascadia subduction zone and Northern San Andreas Fault systems Chris Goldfinger (1),C. Hans Nelson (2) (*), Joel E. Johnson (1)and the Shipboard Scientific Party (1) College of Oceanic and Atmospheric Sciences, Oregon State University, Corvallis, Oregon, U.S.A. (2) Department of Oceanography, Texas A & M University, College Station, Texas, U.S.A. Abstract New stratigraphic evidence from the Cascadia margin demonstrates that 13 earthquakes ruptured the margin from Vancouver Island to at least the California border following the catastrophic eruption of Mount Mazama. These 13 events have occurred with an average repeat time of ¾ 600 years since the first post-Mazama event ¾ 7500 years ago.
    [Show full text]
  • New Stratigraphic Evidence from the Cascadia Margin Demonstrates That
    Agency: U. S. Geological Survey Award Number: 03HQGR0059 Project Title: Holocene Seismicity of the Northern San Andreas Fault Based on Precise Dating of the Turbidite Event Record. Collaborative Research with Oregon State University and Granada University. End Date: 12/31/2003 Final Technical Report Keywords: Paleoseismology Recurrence interval Rupture characteristics Age Dating Principle Investigators: Chris Goldfinger College of Oceanic and Atmospheric Sciences, Oregon State University, Corvallis, Oregon 97331; email: [email protected] C. Hans Nelson Now at Instituto Andaluz de Ciencias de la Tierra, CSIC, Universidad de Granada, Campus de Fuente Nueva s/n ,Granada,18071 Graduate Student: Joel E. Johnson College of Oceanic and Atmospheric Sciences, Oregon State University, Corvallis, Oregon 97331; email: [email protected] Northern San Andreas Seismotectonic Setting The San Andreas Fault is probably the best-known transform system in the world. Extending along the west cost of North America, from the Salton Sea to Cape Mendocino, it is the largest component of a complex and wide plate boundary that extends eastward to encompass numerous other strike-slip fault strands and interactions with the Basin and Range extensional province. The Mendocino Triple junction lies at the termination of the northern San Andreas, and has migrated northward since about 25-28 Ma. As the triple junction moves, the former subduction forearc transitions to right lateral transform motion. West of the Sierra Nevada block, three main fault systems accommodate ~75% of the Pacific-North America plate motion, distributed over a 100 km wide zone (Argus and Gordon, 1991). The remainder is carried by the Eastern California Shear Zone (Argus and Gordon, 1991; Sauber, 1994).
    [Show full text]