The Influence of the Strong Aftershocks on Seismic Performance on Long-Span Arch Bridges Based on the Energy Method

Equivalent seismic wave can be formed by a main wave and two strong aftershock waves on the basis of energy equivalent principle. With a long-span arch bridge as a research object, the hysteretic energy distribution of the pier and arch were got by the action of the main wave and equivalent seismic...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Applied Mechanics and Materials 2012-05, Vol.178-181, p.2340-2344
Hauptverfasser: Liu, Ai Rong, Yu, Qi Cai, Gong, Yong Lian
Format: Artikel
Sprache:eng
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 2344
container_issue
container_start_page 2340
container_title Applied Mechanics and Materials
container_volume 178-181
creator Liu, Ai Rong
Yu, Qi Cai
Gong, Yong Lian
description Equivalent seismic wave can be formed by a main wave and two strong aftershock waves on the basis of energy equivalent principle. With a long-span arch bridge as a research object, the hysteretic energy distribution of the pier and arch were got by the action of the main wave and equivalent seismic wave based on energy method. And then the situation of bridge damage was assessed by Seismic Ditao Niu damage index, the regular pattern of structure damage affected by strong aftershock was revealed as well.
doi_str_mv 10.4028/www.scientific.net/AMM.178-181.2340
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_1443260598</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>3103697501</sourcerecordid><originalsourceid>FETCH-LOGICAL-c305t-1df2d0b7d0c122c07fb5d41313bcf476e15c3a9d45d35c574ba517b845677c673</originalsourceid><addsrcrecordid>eNqVkFtrGzEQRkXSQi7tfxD0MexG19X60THOBWxacPosdqWRd9NYciQZ438fOQ60r30amO-bM3AQuqGkFoS1t_v9vk5mBJ9HN5raQ76dLpc1VW1FW1ozLsgZuqRNwyolWnaOrjjhqpWCCf7lIyDVhPPmAl2l9EJII6hoL1F6HgA_efe6A28AB4dzWaxyDH6Npy5DTEMwfxIOHq9gTJvR4F8QXYib7uPA40WpVqtt5_E0mgHfxdGuIeG7LoE95kfg3ENcH_AS8hDsN_TVda8Jvn_Oa_T7fv48e6wWPx-eZtNFZTiRuaLWMUt6ZYmhjBmiXC-toJzy3jihGqDS8G5ihbRcGqlE30mq-lbIRinTKH6Nfpy42xjedpCyfgm76MtLTYXgrCFy0pbW7NQyMaQUweltHDddPGhK9FG9Lur1X_W6qNdFvS7qdVGvj-oLZX6i5Nj5lMEM_zz7D847zTCU1g</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1443260598</pqid></control><display><type>article</type><title>The Influence of the Strong Aftershocks on Seismic Performance on Long-Span Arch Bridges Based on the Energy Method</title><source>Scientific.net Journals</source><creator>Liu, Ai Rong ; Yu, Qi Cai ; Gong, Yong Lian</creator><creatorcontrib>Liu, Ai Rong ; Yu, Qi Cai ; Gong, Yong Lian</creatorcontrib><description>Equivalent seismic wave can be formed by a main wave and two strong aftershock waves on the basis of energy equivalent principle. With a long-span arch bridge as a research object, the hysteretic energy distribution of the pier and arch were got by the action of the main wave and equivalent seismic wave based on energy method. And then the situation of bridge damage was assessed by Seismic Ditao Niu damage index, the regular pattern of structure damage affected by strong aftershock was revealed as well.</description><identifier>ISSN: 1660-9336</identifier><identifier>ISSN: 1662-7482</identifier><identifier>ISBN: 3037854243</identifier><identifier>ISBN: 9783037854242</identifier><identifier>EISSN: 1662-7482</identifier><identifier>DOI: 10.4028/www.scientific.net/AMM.178-181.2340</identifier><language>eng</language><publisher>Zurich: Trans Tech Publications Ltd</publisher><ispartof>Applied Mechanics and Materials, 2012-05, Vol.178-181, p.2340-2344</ispartof><rights>2012 Trans Tech Publications Ltd</rights><rights>Copyright Trans Tech Publications Ltd. May 2012</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Uhttps://www.scientific.net/Image/TitleCover/1802?width=600</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Liu, Ai Rong</creatorcontrib><creatorcontrib>Yu, Qi Cai</creatorcontrib><creatorcontrib>Gong, Yong Lian</creatorcontrib><title>The Influence of the Strong Aftershocks on Seismic Performance on Long-Span Arch Bridges Based on the Energy Method</title><title>Applied Mechanics and Materials</title><description>Equivalent seismic wave can be formed by a main wave and two strong aftershock waves on the basis of energy equivalent principle. With a long-span arch bridge as a research object, the hysteretic energy distribution of the pier and arch were got by the action of the main wave and equivalent seismic wave based on energy method. And then the situation of bridge damage was assessed by Seismic Ditao Niu damage index, the regular pattern of structure damage affected by strong aftershock was revealed as well.</description><issn>1660-9336</issn><issn>1662-7482</issn><issn>1662-7482</issn><isbn>3037854243</isbn><isbn>9783037854242</isbn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2012</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNqVkFtrGzEQRkXSQi7tfxD0MexG19X60THOBWxacPosdqWRd9NYciQZ438fOQ60r30amO-bM3AQuqGkFoS1t_v9vk5mBJ9HN5raQ76dLpc1VW1FW1ozLsgZuqRNwyolWnaOrjjhqpWCCf7lIyDVhPPmAl2l9EJII6hoL1F6HgA_efe6A28AB4dzWaxyDH6Npy5DTEMwfxIOHq9gTJvR4F8QXYib7uPA40WpVqtt5_E0mgHfxdGuIeG7LoE95kfg3ENcH_AS8hDsN_TVda8Jvn_Oa_T7fv48e6wWPx-eZtNFZTiRuaLWMUt6ZYmhjBmiXC-toJzy3jihGqDS8G5ihbRcGqlE30mq-lbIRinTKH6Nfpy42xjedpCyfgm76MtLTYXgrCFy0pbW7NQyMaQUweltHDddPGhK9FG9Lur1X_W6qNdFvS7qdVGvj-oLZX6i5Nj5lMEM_zz7D847zTCU1g</recordid><startdate>20120501</startdate><enddate>20120501</enddate><creator>Liu, Ai Rong</creator><creator>Yu, Qi Cai</creator><creator>Gong, Yong Lian</creator><general>Trans Tech Publications Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>7TB</scope><scope>8BQ</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BFMQW</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>FR3</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>KR7</scope><scope>L6V</scope><scope>M7S</scope><scope>PDBOC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope></search><sort><creationdate>20120501</creationdate><title>The Influence of the Strong Aftershocks on Seismic Performance on Long-Span Arch Bridges Based on the Energy Method</title><author>Liu, Ai Rong ; Yu, Qi Cai ; Gong, Yong Lian</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c305t-1df2d0b7d0c122c07fb5d41313bcf476e15c3a9d45d35c574ba517b845677c673</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2012</creationdate><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Liu, Ai Rong</creatorcontrib><creatorcontrib>Yu, Qi Cai</creatorcontrib><creatorcontrib>Gong, Yong Lian</creatorcontrib><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Mechanical &amp; Transportation Engineering Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science &amp; Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central</collection><collection>Continental Europe Database</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central Korea</collection><collection>Engineering Research Database</collection><collection>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>Materials Science Database</collection><collection>Civil Engineering Abstracts</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>Materials Science Collection</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>Engineering Collection</collection><jtitle>Applied Mechanics and Materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Liu, Ai Rong</au><au>Yu, Qi Cai</au><au>Gong, Yong Lian</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>The Influence of the Strong Aftershocks on Seismic Performance on Long-Span Arch Bridges Based on the Energy Method</atitle><jtitle>Applied Mechanics and Materials</jtitle><date>2012-05-01</date><risdate>2012</risdate><volume>178-181</volume><spage>2340</spage><epage>2344</epage><pages>2340-2344</pages><issn>1660-9336</issn><issn>1662-7482</issn><eissn>1662-7482</eissn><isbn>3037854243</isbn><isbn>9783037854242</isbn><abstract>Equivalent seismic wave can be formed by a main wave and two strong aftershock waves on the basis of energy equivalent principle. With a long-span arch bridge as a research object, the hysteretic energy distribution of the pier and arch were got by the action of the main wave and equivalent seismic wave based on energy method. And then the situation of bridge damage was assessed by Seismic Ditao Niu damage index, the regular pattern of structure damage affected by strong aftershock was revealed as well.</abstract><cop>Zurich</cop><pub>Trans Tech Publications Ltd</pub><doi>10.4028/www.scientific.net/AMM.178-181.2340</doi><tpages>5</tpages></addata></record>
fulltext fulltext
identifier ISSN: 1660-9336
ispartof Applied Mechanics and Materials, 2012-05, Vol.178-181, p.2340-2344
issn 1660-9336
1662-7482
1662-7482
language eng
recordid cdi_proquest_journals_1443260598
source Scientific.net Journals
title The Influence of the Strong Aftershocks on Seismic Performance on Long-Span Arch Bridges Based on the Energy Method
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-28T13%3A29%3A27IST&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=The%20Influence%20of%20the%20Strong%20Aftershocks%20on%20Seismic%20Performance%20on%20Long-Span%20Arch%20Bridges%20Based%20on%20the%20Energy%20Method&rft.jtitle=Applied%20Mechanics%20and%20Materials&rft.au=Liu,%20Ai%20Rong&rft.date=2012-05-01&rft.volume=178-181&rft.spage=2340&rft.epage=2344&rft.pages=2340-2344&rft.issn=1660-9336&rft.eissn=1662-7482&rft.isbn=3037854243&rft.isbn_list=9783037854242&rft_id=info:doi/10.4028/www.scientific.net/AMM.178-181.2340&rft_dat=%3Cproquest_cross%3E3103697501%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=1443260598&rft_id=info:pmid/&rfr_iscdi=true