Monitoring the collision of a cargo ship with the Vincent Thomas Bridge
On 27 August 2006, the Vincent Thomas Bridge, a 1850‐m suspension bridge located in the larger metropolitan Los Angeles region, was struck by a large cargo ship passing under the bridge. Moderate damage to the maintenance scaffolding at the main span of the bridge was observed. This incident left tr...
Gespeichert in:
Veröffentlicht in: | Structural control and health monitoring 2008-03, Vol.15 (2), p.183-206 |
---|---|
Hauptverfasser: | , , , , , , , , , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | 206 |
---|---|
container_issue | 2 |
container_start_page | 183 |
container_title | Structural control and health monitoring |
container_volume | 15 |
creator | Yun, H. Nayeri, R. Tasbihgoo, F. Wahbeh, M. Caffrey, J. Wolfe, R. Nigbor, R. Masri, S.F. Abdel-Ghaffar, A. Sheng, L.-H. |
description | On 27 August 2006, the Vincent Thomas Bridge, a 1850‐m suspension bridge located in the larger metropolitan Los Angeles region, was struck by a large cargo ship passing under the bridge. Moderate damage to the maintenance scaffolding at the main span of the bridge was observed. This incident left transportation authorities wondering about the structural integrity of the bridge. A real‐time continuous monitoring system that had been recently installed on the bridge successfully recorded dynamic response before and after the incident, as well as during the collision. Analysis of these valuable data allows transportation authorities to quantify the effects of the collision on the bridge structural condition, which would otherwise be infeasible with traditional visual bridge inspection approaches. A forensic study was performed to assess the structural condition of the bridge before and after the incident. Both global (multi‐sensor) and local (single‐sensor) identification methods were applied to detect whether significant changes occurred in the bridge vibration signature. Copyright © 2007 John Wiley & Sons, Ltd. |
doi_str_mv | 10.1002/stc.213 |
format | Article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_32450982</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>32450982</sourcerecordid><originalsourceid>FETCH-LOGICAL-c3633-e77499af6a4ee009fd675f4aee1f505d991d53d44b62fd89cdf41e3dc78a952b3</originalsourceid><addsrcrecordid>eNp10M1PwjAYx_HGaCKi8V_oSQ9m2Jd1W49CBI2oIaAem9IXqI4V2xHkv3c6w83T8xw--R2-AJxj1MMIketYqx7B9AB0MEtZQkhGD_c_Y8fgJMb3BmakYB0wevSVq31w1QLWSwOVL0sXna-gt1BCJcPCw7h0a7h19fKXvLpKmaqGs6VfyQj7wemFOQVHVpbRnP3dLngZ3s4Gd8n4eXQ_uBknimaUJibPU86lzWRqDELc6ixnNpXGYMsQ05xjzahO03lGrC640jbFhmqVF5IzMqddcNHuroP_3JhYi5WLypSlrIzfREFJyhAvSAMvW6iCjzEYK9bBrWTYCYzETyjRhBJNqEZetXLrSrP7j4npbNDqpNUu1uZrr2X4EFlOcybenkZiiid5f8gn4oF-A1YUeCk</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>32450982</pqid></control><display><type>article</type><title>Monitoring the collision of a cargo ship with the Vincent Thomas Bridge</title><source>Wiley Online Library All Journals</source><creator>Yun, H. ; Nayeri, R. ; Tasbihgoo, F. ; Wahbeh, M. ; Caffrey, J. ; Wolfe, R. ; Nigbor, R. ; Masri, S.F. ; Abdel-Ghaffar, A. ; Sheng, L.-H.</creator><creatorcontrib>Yun, H. ; Nayeri, R. ; Tasbihgoo, F. ; Wahbeh, M. ; Caffrey, J. ; Wolfe, R. ; Nigbor, R. ; Masri, S.F. ; Abdel-Ghaffar, A. ; Sheng, L.-H.</creatorcontrib><description>On 27 August 2006, the Vincent Thomas Bridge, a 1850‐m suspension bridge located in the larger metropolitan Los Angeles region, was struck by a large cargo ship passing under the bridge. Moderate damage to the maintenance scaffolding at the main span of the bridge was observed. This incident left transportation authorities wondering about the structural integrity of the bridge. A real‐time continuous monitoring system that had been recently installed on the bridge successfully recorded dynamic response before and after the incident, as well as during the collision. Analysis of these valuable data allows transportation authorities to quantify the effects of the collision on the bridge structural condition, which would otherwise be infeasible with traditional visual bridge inspection approaches. A forensic study was performed to assess the structural condition of the bridge before and after the incident. Both global (multi‐sensor) and local (single‐sensor) identification methods were applied to detect whether significant changes occurred in the bridge vibration signature. Copyright © 2007 John Wiley & Sons, Ltd.</description><identifier>ISSN: 1545-2255</identifier><identifier>EISSN: 1545-2263</identifier><identifier>DOI: 10.1002/stc.213</identifier><language>eng</language><publisher>Chichester, UK: John Wiley & Sons, Ltd</publisher><subject>Eigensystem Realization Algorithm ; experimental ; Natural Excitation Technique ; real-time condition assessment ; structural health monitoring ; suspension bridge ; system identification</subject><ispartof>Structural control and health monitoring, 2008-03, Vol.15 (2), p.183-206</ispartof><rights>Copyright © 2007 John Wiley & Sons, Ltd.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c3633-e77499af6a4ee009fd675f4aee1f505d991d53d44b62fd89cdf41e3dc78a952b3</citedby><cites>FETCH-LOGICAL-c3633-e77499af6a4ee009fd675f4aee1f505d991d53d44b62fd89cdf41e3dc78a952b3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://onlinelibrary.wiley.com/doi/pdf/10.1002%2Fstc.213$$EPDF$$P50$$Gwiley$$H</linktopdf><linktohtml>$$Uhttps://onlinelibrary.wiley.com/doi/full/10.1002%2Fstc.213$$EHTML$$P50$$Gwiley$$H</linktohtml><link.rule.ids>314,776,780,1411,27901,27902,45550,45551</link.rule.ids></links><search><creatorcontrib>Yun, H.</creatorcontrib><creatorcontrib>Nayeri, R.</creatorcontrib><creatorcontrib>Tasbihgoo, F.</creatorcontrib><creatorcontrib>Wahbeh, M.</creatorcontrib><creatorcontrib>Caffrey, J.</creatorcontrib><creatorcontrib>Wolfe, R.</creatorcontrib><creatorcontrib>Nigbor, R.</creatorcontrib><creatorcontrib>Masri, S.F.</creatorcontrib><creatorcontrib>Abdel-Ghaffar, A.</creatorcontrib><creatorcontrib>Sheng, L.-H.</creatorcontrib><title>Monitoring the collision of a cargo ship with the Vincent Thomas Bridge</title><title>Structural control and health monitoring</title><addtitle>Struct. Control Health Monit</addtitle><description>On 27 August 2006, the Vincent Thomas Bridge, a 1850‐m suspension bridge located in the larger metropolitan Los Angeles region, was struck by a large cargo ship passing under the bridge. Moderate damage to the maintenance scaffolding at the main span of the bridge was observed. This incident left transportation authorities wondering about the structural integrity of the bridge. A real‐time continuous monitoring system that had been recently installed on the bridge successfully recorded dynamic response before and after the incident, as well as during the collision. Analysis of these valuable data allows transportation authorities to quantify the effects of the collision on the bridge structural condition, which would otherwise be infeasible with traditional visual bridge inspection approaches. A forensic study was performed to assess the structural condition of the bridge before and after the incident. Both global (multi‐sensor) and local (single‐sensor) identification methods were applied to detect whether significant changes occurred in the bridge vibration signature. Copyright © 2007 John Wiley & Sons, Ltd.</description><subject>Eigensystem Realization Algorithm</subject><subject>experimental</subject><subject>Natural Excitation Technique</subject><subject>real-time condition assessment</subject><subject>structural health monitoring</subject><subject>suspension bridge</subject><subject>system identification</subject><issn>1545-2255</issn><issn>1545-2263</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2008</creationdate><recordtype>article</recordtype><recordid>eNp10M1PwjAYx_HGaCKi8V_oSQ9m2Jd1W49CBI2oIaAem9IXqI4V2xHkv3c6w83T8xw--R2-AJxj1MMIketYqx7B9AB0MEtZQkhGD_c_Y8fgJMb3BmakYB0wevSVq31w1QLWSwOVL0sXna-gt1BCJcPCw7h0a7h19fKXvLpKmaqGs6VfyQj7wemFOQVHVpbRnP3dLngZ3s4Gd8n4eXQ_uBknimaUJibPU86lzWRqDELc6ixnNpXGYMsQ05xjzahO03lGrC640jbFhmqVF5IzMqddcNHuroP_3JhYi5WLypSlrIzfREFJyhAvSAMvW6iCjzEYK9bBrWTYCYzETyjRhBJNqEZetXLrSrP7j4npbNDqpNUu1uZrr2X4EFlOcybenkZiiid5f8gn4oF-A1YUeCk</recordid><startdate>200803</startdate><enddate>200803</enddate><creator>Yun, H.</creator><creator>Nayeri, R.</creator><creator>Tasbihgoo, F.</creator><creator>Wahbeh, M.</creator><creator>Caffrey, J.</creator><creator>Wolfe, R.</creator><creator>Nigbor, R.</creator><creator>Masri, S.F.</creator><creator>Abdel-Ghaffar, A.</creator><creator>Sheng, L.-H.</creator><general>John Wiley & Sons, Ltd</general><scope>BSCLL</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7TB</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>200803</creationdate><title>Monitoring the collision of a cargo ship with the Vincent Thomas Bridge</title><author>Yun, H. ; Nayeri, R. ; Tasbihgoo, F. ; Wahbeh, M. ; Caffrey, J. ; Wolfe, R. ; Nigbor, R. ; Masri, S.F. ; Abdel-Ghaffar, A. ; Sheng, L.-H.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c3633-e77499af6a4ee009fd675f4aee1f505d991d53d44b62fd89cdf41e3dc78a952b3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2008</creationdate><topic>Eigensystem Realization Algorithm</topic><topic>experimental</topic><topic>Natural Excitation Technique</topic><topic>real-time condition assessment</topic><topic>structural health monitoring</topic><topic>suspension bridge</topic><topic>system identification</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Yun, H.</creatorcontrib><creatorcontrib>Nayeri, R.</creatorcontrib><creatorcontrib>Tasbihgoo, F.</creatorcontrib><creatorcontrib>Wahbeh, M.</creatorcontrib><creatorcontrib>Caffrey, J.</creatorcontrib><creatorcontrib>Wolfe, R.</creatorcontrib><creatorcontrib>Nigbor, R.</creatorcontrib><creatorcontrib>Masri, S.F.</creatorcontrib><creatorcontrib>Abdel-Ghaffar, A.</creatorcontrib><creatorcontrib>Sheng, L.-H.</creatorcontrib><collection>Istex</collection><collection>CrossRef</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Structural control and health monitoring</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Yun, H.</au><au>Nayeri, R.</au><au>Tasbihgoo, F.</au><au>Wahbeh, M.</au><au>Caffrey, J.</au><au>Wolfe, R.</au><au>Nigbor, R.</au><au>Masri, S.F.</au><au>Abdel-Ghaffar, A.</au><au>Sheng, L.-H.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Monitoring the collision of a cargo ship with the Vincent Thomas Bridge</atitle><jtitle>Structural control and health monitoring</jtitle><addtitle>Struct. Control Health Monit</addtitle><date>2008-03</date><risdate>2008</risdate><volume>15</volume><issue>2</issue><spage>183</spage><epage>206</epage><pages>183-206</pages><issn>1545-2255</issn><eissn>1545-2263</eissn><abstract>On 27 August 2006, the Vincent Thomas Bridge, a 1850‐m suspension bridge located in the larger metropolitan Los Angeles region, was struck by a large cargo ship passing under the bridge. Moderate damage to the maintenance scaffolding at the main span of the bridge was observed. This incident left transportation authorities wondering about the structural integrity of the bridge. A real‐time continuous monitoring system that had been recently installed on the bridge successfully recorded dynamic response before and after the incident, as well as during the collision. Analysis of these valuable data allows transportation authorities to quantify the effects of the collision on the bridge structural condition, which would otherwise be infeasible with traditional visual bridge inspection approaches. A forensic study was performed to assess the structural condition of the bridge before and after the incident. Both global (multi‐sensor) and local (single‐sensor) identification methods were applied to detect whether significant changes occurred in the bridge vibration signature. Copyright © 2007 John Wiley & Sons, Ltd.</abstract><cop>Chichester, UK</cop><pub>John Wiley & Sons, Ltd</pub><doi>10.1002/stc.213</doi><tpages>24</tpages><oa>free_for_read</oa></addata></record> |
fulltext | fulltext |
identifier | ISSN: 1545-2255 |
ispartof | Structural control and health monitoring, 2008-03, Vol.15 (2), p.183-206 |
issn | 1545-2255 1545-2263 |
language | eng |
recordid | cdi_proquest_miscellaneous_32450982 |
source | Wiley Online Library All Journals |
subjects | Eigensystem Realization Algorithm experimental Natural Excitation Technique real-time condition assessment structural health monitoring suspension bridge system identification |
title | Monitoring the collision of a cargo ship with the Vincent Thomas Bridge |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-05T21%3A00%3A47IST&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=Monitoring%20the%20collision%20of%20a%20cargo%20ship%20with%20the%20Vincent%20Thomas%20Bridge&rft.jtitle=Structural%20control%20and%20health%20monitoring&rft.au=Yun,%20H.&rft.date=2008-03&rft.volume=15&rft.issue=2&rft.spage=183&rft.epage=206&rft.pages=183-206&rft.issn=1545-2255&rft.eissn=1545-2263&rft_id=info:doi/10.1002/stc.213&rft_dat=%3Cproquest_cross%3E32450982%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=32450982&rft_id=info:pmid/&rfr_iscdi=true |