Responses of two tall buildings in Tokyo, Japan, before, during, and after the M9.0 Tohoku earthquake of 11 March 2011
The 11 March 2011 M 9.0 Tohoku earthquake generated significant long duration shaking that propagated hundreds of kilometers from the epicenter and affected urban areas throughout much of Honshu. Recorded responses of tall buildings at several hundred km from the epicenter of the main shock and othe...
Gespeichert in:
Veröffentlicht in: | Earthquake spectra 2016-02, Vol.32 (1), p.463-495 |
---|---|
Hauptverfasser: | , , , , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | 495 |
---|---|
container_issue | 1 |
container_start_page | 463 |
container_title | Earthquake spectra |
container_volume | 32 |
creator | Celebi, Mehmet Hisada, Yoshiaki Omrani, Roshanak Ghahari, S. Farid Taciroglu, Ertugrul |
description | The 11 March 2011 M 9.0 Tohoku earthquake generated significant long duration shaking that propagated hundreds of kilometers from the epicenter and affected urban areas throughout much of Honshu. Recorded responses of tall buildings at several hundred km from the epicenter of the main shock and other events show tall buildings were affected by long-period motions of events at distant sources. This study presents behavioral aspects of 29-story and 30-story neighboring buildings in the Shinjuku area of Tokyo, Japan, as inferred from records retrieved from a sparse array of accelerometers deployed in the superstructures, at ground and 100 m below the ground level over a time interval covering before, during, and after the main shock. Such long-period effects are common in several regions of Japan as well as in the United States and in other seismically active countries. Permanent shifts in fundamental frequencies are observed. Drift ratios indicate possible structural nonlinear behavior occurred during the main shock. The need to consider risks to built environments from distant sources, including those in neighboring countries, is emphasized. |
doi_str_mv | 10.1193/092713EQS260M |
format | Article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_1815998538</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sage_id>10.1193_092713EQS260M</sage_id><sourcerecordid>1815998538</sourcerecordid><originalsourceid>FETCH-LOGICAL-a463t-7b8646195fed686f491d0f5ff01a38b1ffc3d3a216fb7f270ba8914eb1a579583</originalsourceid><addsrcrecordid>eNqN0U1v1DAQBmALgcRSOHL3EcGmzNhxbB9RVb7UFQLKOZok491003hrJ1T992S1SIgDEqe5PPNqRq8QLxHOEb1-C15Z1Jdfv6sKNo_ECn1ZFk4BPhYrZ40plNfwVDzL-QYAqxJgJX5-43yIY-YsY5DTfZQTDYNs5n7o-nGbZT_K67h_iGv5mQ40rmXDISZey25OC1hLGjtJYeIkpx3LjT-HZWEX97NkStPubqY9H7MR5YZSu5PLQfhcPAk0ZH7xe56JH-8vry8-FldfPny6eHdVUFnpqbCNq8oKvQncVa4KpccOggkBkLRrMIRWd5oUVqGxQVloyHksuUEy1hunz8SrU-4hxbuZ81Tf9rnlYaCR45xrdGi8d0b_B7UefKmMOtLiRNsUc04c6kPqbyk91Aj1sYr6ryoW__rkM225volzGpen_4nfnPCWY257Hlu-j2no_uwpUFgDeOut_gUHNZTB</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1790942528</pqid></control><display><type>article</type><title>Responses of two tall buildings in Tokyo, Japan, before, during, and after the M9.0 Tohoku earthquake of 11 March 2011</title><source>SAGE Complete A-Z List</source><creator>Celebi, Mehmet ; Hisada, Yoshiaki ; Omrani, Roshanak ; Ghahari, S. Farid ; Taciroglu, Ertugrul</creator><creatorcontrib>Celebi, Mehmet ; Hisada, Yoshiaki ; Omrani, Roshanak ; Ghahari, S. Farid ; Taciroglu, Ertugrul</creatorcontrib><description>The 11 March 2011 M 9.0 Tohoku earthquake generated significant long duration shaking that propagated hundreds of kilometers from the epicenter and affected urban areas throughout much of Honshu. Recorded responses of tall buildings at several hundred km from the epicenter of the main shock and other events show tall buildings were affected by long-period motions of events at distant sources. This study presents behavioral aspects of 29-story and 30-story neighboring buildings in the Shinjuku area of Tokyo, Japan, as inferred from records retrieved from a sparse array of accelerometers deployed in the superstructures, at ground and 100 m below the ground level over a time interval covering before, during, and after the main shock. Such long-period effects are common in several regions of Japan as well as in the United States and in other seismically active countries. Permanent shifts in fundamental frequencies are observed. Drift ratios indicate possible structural nonlinear behavior occurred during the main shock. The need to consider risks to built environments from distant sources, including those in neighboring countries, is emphasized.</description><identifier>ISSN: 8755-2930</identifier><identifier>EISSN: 1944-8201</identifier><identifier>DOI: 10.1193/092713EQS260M</identifier><language>eng</language><publisher>London, England: Earthquake Engineering Research Institute</publisher><subject>acceleration ; amplitude ; Arrays ; Asia ; buildings ; data processing ; Earthquake construction ; Earthquakes ; elastic waves ; Engineering geology ; epicenters ; Far East ; frequency ; geographic information systems ; Google Earth ; ground motion ; Grounds ; Honshu ; information systems ; Japan ; main shocks ; peak ground acceleration ; Resonant frequency ; seismic networks ; seismic response ; Seismology ; soil-structure interface ; Spectra ; stability ; structures ; Superstructures ; Tall buildings ; Tohoku-Oki earthquake 2011 ; Tokyo Japan ; transfer functions ; urban environment ; velocity analysis</subject><ispartof>Earthquake spectra, 2016-02, Vol.32 (1), p.463-495</ispartof><rights>GeoRef, Copyright 2021, American Geosciences Institute. Reference includes data from GeoScienceWorld @Alexandria, VA @USA @United States</rights><rights>2016 Earthquake Engineering Research Institute</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a463t-7b8646195fed686f491d0f5ff01a38b1ffc3d3a216fb7f270ba8914eb1a579583</citedby><cites>FETCH-LOGICAL-a463t-7b8646195fed686f491d0f5ff01a38b1ffc3d3a216fb7f270ba8914eb1a579583</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://journals.sagepub.com/doi/pdf/10.1193/092713EQS260M$$EPDF$$P50$$Gsage$$H</linktopdf><linktohtml>$$Uhttps://journals.sagepub.com/doi/10.1193/092713EQS260M$$EHTML$$P50$$Gsage$$H</linktohtml><link.rule.ids>314,776,780,21798,27901,27902,43597,43598</link.rule.ids></links><search><creatorcontrib>Celebi, Mehmet</creatorcontrib><creatorcontrib>Hisada, Yoshiaki</creatorcontrib><creatorcontrib>Omrani, Roshanak</creatorcontrib><creatorcontrib>Ghahari, S. Farid</creatorcontrib><creatorcontrib>Taciroglu, Ertugrul</creatorcontrib><title>Responses of two tall buildings in Tokyo, Japan, before, during, and after the M9.0 Tohoku earthquake of 11 March 2011</title><title>Earthquake spectra</title><description>The 11 March 2011 M 9.0 Tohoku earthquake generated significant long duration shaking that propagated hundreds of kilometers from the epicenter and affected urban areas throughout much of Honshu. Recorded responses of tall buildings at several hundred km from the epicenter of the main shock and other events show tall buildings were affected by long-period motions of events at distant sources. This study presents behavioral aspects of 29-story and 30-story neighboring buildings in the Shinjuku area of Tokyo, Japan, as inferred from records retrieved from a sparse array of accelerometers deployed in the superstructures, at ground and 100 m below the ground level over a time interval covering before, during, and after the main shock. Such long-period effects are common in several regions of Japan as well as in the United States and in other seismically active countries. Permanent shifts in fundamental frequencies are observed. Drift ratios indicate possible structural nonlinear behavior occurred during the main shock. The need to consider risks to built environments from distant sources, including those in neighboring countries, is emphasized.</description><subject>acceleration</subject><subject>amplitude</subject><subject>Arrays</subject><subject>Asia</subject><subject>buildings</subject><subject>data processing</subject><subject>Earthquake construction</subject><subject>Earthquakes</subject><subject>elastic waves</subject><subject>Engineering geology</subject><subject>epicenters</subject><subject>Far East</subject><subject>frequency</subject><subject>geographic information systems</subject><subject>Google Earth</subject><subject>ground motion</subject><subject>Grounds</subject><subject>Honshu</subject><subject>information systems</subject><subject>Japan</subject><subject>main shocks</subject><subject>peak ground acceleration</subject><subject>Resonant frequency</subject><subject>seismic networks</subject><subject>seismic response</subject><subject>Seismology</subject><subject>soil-structure interface</subject><subject>Spectra</subject><subject>stability</subject><subject>structures</subject><subject>Superstructures</subject><subject>Tall buildings</subject><subject>Tohoku-Oki earthquake 2011</subject><subject>Tokyo Japan</subject><subject>transfer functions</subject><subject>urban environment</subject><subject>velocity analysis</subject><issn>8755-2930</issn><issn>1944-8201</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2016</creationdate><recordtype>article</recordtype><recordid>eNqN0U1v1DAQBmALgcRSOHL3EcGmzNhxbB9RVb7UFQLKOZok491003hrJ1T992S1SIgDEqe5PPNqRq8QLxHOEb1-C15Z1Jdfv6sKNo_ECn1ZFk4BPhYrZ40plNfwVDzL-QYAqxJgJX5-43yIY-YsY5DTfZQTDYNs5n7o-nGbZT_K67h_iGv5mQ40rmXDISZey25OC1hLGjtJYeIkpx3LjT-HZWEX97NkStPubqY9H7MR5YZSu5PLQfhcPAk0ZH7xe56JH-8vry8-FldfPny6eHdVUFnpqbCNq8oKvQncVa4KpccOggkBkLRrMIRWd5oUVqGxQVloyHksuUEy1hunz8SrU-4hxbuZ81Tf9rnlYaCR45xrdGi8d0b_B7UefKmMOtLiRNsUc04c6kPqbyk91Aj1sYr6ryoW__rkM225volzGpen_4nfnPCWY257Hlu-j2no_uwpUFgDeOut_gUHNZTB</recordid><startdate>201602</startdate><enddate>201602</enddate><creator>Celebi, Mehmet</creator><creator>Hisada, Yoshiaki</creator><creator>Omrani, Roshanak</creator><creator>Ghahari, S. Farid</creator><creator>Taciroglu, Ertugrul</creator><general>Earthquake Engineering Research Institute</general><general>SAGE Publications</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7ST</scope><scope>7TG</scope><scope>7UA</scope><scope>C1K</scope><scope>F1W</scope><scope>H96</scope><scope>KL.</scope><scope>L.G</scope><scope>SOI</scope><scope>7SM</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>201602</creationdate><title>Responses of two tall buildings in Tokyo, Japan, before, during, and after the M9.0 Tohoku earthquake of 11 March 2011</title><author>Celebi, Mehmet ; Hisada, Yoshiaki ; Omrani, Roshanak ; Ghahari, S. Farid ; Taciroglu, Ertugrul</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a463t-7b8646195fed686f491d0f5ff01a38b1ffc3d3a216fb7f270ba8914eb1a579583</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2016</creationdate><topic>acceleration</topic><topic>amplitude</topic><topic>Arrays</topic><topic>Asia</topic><topic>buildings</topic><topic>data processing</topic><topic>Earthquake construction</topic><topic>Earthquakes</topic><topic>elastic waves</topic><topic>Engineering geology</topic><topic>epicenters</topic><topic>Far East</topic><topic>frequency</topic><topic>geographic information systems</topic><topic>Google Earth</topic><topic>ground motion</topic><topic>Grounds</topic><topic>Honshu</topic><topic>information systems</topic><topic>Japan</topic><topic>main shocks</topic><topic>peak ground acceleration</topic><topic>Resonant frequency</topic><topic>seismic networks</topic><topic>seismic response</topic><topic>Seismology</topic><topic>soil-structure interface</topic><topic>Spectra</topic><topic>stability</topic><topic>structures</topic><topic>Superstructures</topic><topic>Tall buildings</topic><topic>Tohoku-Oki earthquake 2011</topic><topic>Tokyo Japan</topic><topic>transfer functions</topic><topic>urban environment</topic><topic>velocity analysis</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Celebi, Mehmet</creatorcontrib><creatorcontrib>Hisada, Yoshiaki</creatorcontrib><creatorcontrib>Omrani, Roshanak</creatorcontrib><creatorcontrib>Ghahari, S. Farid</creatorcontrib><creatorcontrib>Taciroglu, Ertugrul</creatorcontrib><collection>CrossRef</collection><collection>Environment Abstracts</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Environment Abstracts</collection><collection>Earthquake Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Earthquake spectra</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Celebi, Mehmet</au><au>Hisada, Yoshiaki</au><au>Omrani, Roshanak</au><au>Ghahari, S. Farid</au><au>Taciroglu, Ertugrul</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Responses of two tall buildings in Tokyo, Japan, before, during, and after the M9.0 Tohoku earthquake of 11 March 2011</atitle><jtitle>Earthquake spectra</jtitle><date>2016-02</date><risdate>2016</risdate><volume>32</volume><issue>1</issue><spage>463</spage><epage>495</epage><pages>463-495</pages><issn>8755-2930</issn><eissn>1944-8201</eissn><abstract>The 11 March 2011 M 9.0 Tohoku earthquake generated significant long duration shaking that propagated hundreds of kilometers from the epicenter and affected urban areas throughout much of Honshu. Recorded responses of tall buildings at several hundred km from the epicenter of the main shock and other events show tall buildings were affected by long-period motions of events at distant sources. This study presents behavioral aspects of 29-story and 30-story neighboring buildings in the Shinjuku area of Tokyo, Japan, as inferred from records retrieved from a sparse array of accelerometers deployed in the superstructures, at ground and 100 m below the ground level over a time interval covering before, during, and after the main shock. Such long-period effects are common in several regions of Japan as well as in the United States and in other seismically active countries. Permanent shifts in fundamental frequencies are observed. Drift ratios indicate possible structural nonlinear behavior occurred during the main shock. The need to consider risks to built environments from distant sources, including those in neighboring countries, is emphasized.</abstract><cop>London, England</cop><pub>Earthquake Engineering Research Institute</pub><doi>10.1193/092713EQS260M</doi><tpages>33</tpages></addata></record> |
fulltext | fulltext |
identifier | ISSN: 8755-2930 |
ispartof | Earthquake spectra, 2016-02, Vol.32 (1), p.463-495 |
issn | 8755-2930 1944-8201 |
language | eng |
recordid | cdi_proquest_miscellaneous_1815998538 |
source | SAGE Complete A-Z List |
subjects | acceleration amplitude Arrays Asia buildings data processing Earthquake construction Earthquakes elastic waves Engineering geology epicenters Far East frequency geographic information systems Google Earth ground motion Grounds Honshu information systems Japan main shocks peak ground acceleration Resonant frequency seismic networks seismic response Seismology soil-structure interface Spectra stability structures Superstructures Tall buildings Tohoku-Oki earthquake 2011 Tokyo Japan transfer functions urban environment velocity analysis |
title | Responses of two tall buildings in Tokyo, Japan, before, during, and after the M9.0 Tohoku earthquake of 11 March 2011 |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-17T08%3A06%3A20IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Responses%20of%20two%20tall%20buildings%20in%20Tokyo,%20Japan,%20before,%20during,%20and%20after%20the%20M9.0%20Tohoku%20earthquake%20of%2011%20March%202011&rft.jtitle=Earthquake%20spectra&rft.au=Celebi,%20Mehmet&rft.date=2016-02&rft.volume=32&rft.issue=1&rft.spage=463&rft.epage=495&rft.pages=463-495&rft.issn=8755-2930&rft.eissn=1944-8201&rft_id=info:doi/10.1193/092713EQS260M&rft_dat=%3Cproquest_cross%3E1815998538%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=1790942528&rft_id=info:pmid/&rft_sage_id=10.1193_092713EQS260M&rfr_iscdi=true |