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• W2901469224 abstract "Research Article| January 30, 2019 Lower Bounds on Ground Motion at Point Reyes during the 1906 San Francisco Earthquake from Train Toppling Analysis Swetha Veeraraghavan; Swetha Veeraraghavan aIdaho National Laboratory, 2525 North Fremont Avenue, Idaho Falls, Idaho 83415 U.S.A., swetha.veeraraghavan@inl.govdFormerly at Department of Mechanical and Civil Engineering, California Institute of Technology, 1200 East California Boulevard, MC 104‐44, Pasadena, California 91125. Search for other works by this author on: GSW Google Scholar Thomas H. Heaton; Thomas H. Heaton bDepartment of Mechanical and Civil Engineering, California Institute of Technology, 1200 East California Boulevard, MC 104‐44, Pasadena, California 91125 U.S.A., heaton@caltech.edu Search for other works by this author on: GSW Google Scholar Swaminathan Krishnan Swaminathan Krishnan cArup, 12777 W. Jefferson Boulevard #100, Los Angeles, California 90066 U.S.A., swami.krishnan@arup.comdFormerly at Department of Mechanical and Civil Engineering, California Institute of Technology, 1200 East California Boulevard, MC 104‐44, Pasadena, California 91125. Search for other works by this author on: GSW Google Scholar Author and Article Information Swetha Veeraraghavan aIdaho National Laboratory, 2525 North Fremont Avenue, Idaho Falls, Idaho 83415 U.S.A., swetha.veeraraghavan@inl.govdFormerly at Department of Mechanical and Civil Engineering, California Institute of Technology, 1200 East California Boulevard, MC 104‐44, Pasadena, California 91125. Thomas H. Heaton bDepartment of Mechanical and Civil Engineering, California Institute of Technology, 1200 East California Boulevard, MC 104‐44, Pasadena, California 91125 U.S.A., heaton@caltech.edu Swaminathan Krishnan cArup, 12777 W. Jefferson Boulevard #100, Los Angeles, California 90066 U.S.A., swami.krishnan@arup.comdFormerly at Department of Mechanical and Civil Engineering, California Institute of Technology, 1200 East California Boulevard, MC 104‐44, Pasadena, California 91125. Publisher: Seismological Society of America First Online: 30 Jan 2019 Online Issn: 1938-2057 Print Issn: 0895-0695 © Seismological Society of America Seismological Research Letters (2019) 90 (2A): 683–691. https://doi.org/10.1785/0220180327 Article history First Online: 30 Jan 2019 Cite View This Citation Add to Citation Manager Share Icon Share Facebook Twitter LinkedIn MailTo Tools Icon Tools Get Permissions Search Site Citation Swetha Veeraraghavan, Thomas H. Heaton, Swaminathan Krishnan; Lower Bounds on Ground Motion at Point Reyes during the 1906 San Francisco Earthquake from Train Toppling Analysis. Seismological Research Letters 2019;; 90 (2A): 683–691. doi: https://doi.org/10.1785/0220180327 Download citation file: Ris (Zotero) Refmanager EasyBib Bookends Mendeley Papers EndNote RefWorks BibTex toolbar search Search Dropdown Menu toolbar search search input Search input auto suggest filter your search All ContentBy SocietySeismological Research Letters Search Advanced Search ABSTRACT Independent constraints on the ground motions experienced at Point Reyes station during the 1906 San Francisco earthquake are obtained by analyzing the dynamic response of a train that overturned during the earthquake. The train is modeled as a rigid rectangular block for this study. From this analysis, we conclude that the peak ground acceleration (PGA) and peak ground velocity (PGV) at Point Reyes station would have been at least 4 m/s2 and 0.5 m/s⁠, respectively. This lower bound is then used to perform simple checks on the synthetic ground‐motion simulations of the 1906 San Francisco earthquake. It is also shown that the hypocenter of the earthquake should be located to the south of Point Reyes station for the overturning of the train to match an eyewitness description of the event. You do not have access to this content, please speak to your institutional administrator if you feel you should have access." @default.
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• W2901469224 title "Lower Bounds on Ground Motion at Point Reyes during the 1906 San Francisco Earthquake from Train Toppling Analysis" @default.
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