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    Lessons Learned from a Progressive Collapse Accident of a through Tied-Arch Bridge: FE Modeling and Inverse Analysis

    Source: Journal of Performance of Constructed Facilities:;2025:;Volume ( 039 ):;issue: 005::page 04025045-1
    Author:
    Fan, Bing-hui
    ,
    Sun, Qi
    ,
    Wang, Su-guo
    ,
    Ma, Xi-lun
    ,
    Zou, Jin-qi
    DOI: 10.1061/JPCFEV.CFENG-5137
    Publisher: American Society of Civil Engineers
    Abstract: AbstractAs the main structure of the through tied-arch bridge, the arch–beam composite structure is inherently robust. However, the systematic failure of hangers can still lead to progressive collapse incidents. Taking the Nanfang’ao Bridge as a case ...
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      Lessons Learned from a Progressive Collapse Accident of a through Tied-Arch Bridge: FE Modeling and Inverse Analysis

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4312932
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    contributor authorFan, Bing-hui
    contributor authorSun, Qi
    contributor authorWang, Su-guo
    contributor authorMa, Xi-lun
    contributor authorZou, Jin-qi
    date accessioned2026-08-20T11:59:00Z
    date available2026-08-20T11:59:00Z
    date copyright2025/07/22
    date issued2025
    identifier otherJPCFEV.CFENG-5137.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312932
    description abstractAbstractAs the main structure of the through tied-arch bridge, the arch–beam composite structure is inherently robust. However, the systematic failure of hangers can still lead to progressive collapse incidents. Taking the Nanfang’ao Bridge as a case ...
    publisherAmerican Society of Civil Engineers
    titleLessons Learned from a Progressive Collapse Accident of a through Tied-Arch Bridge: FE Modeling and Inverse Analysis
    typeJournal Article
    journal volume39
    journal issue5
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/JPCFEV.CFENG-5137
    journal fristpage04025045-1
    journal lastpage04025045-14
    page14
    treeJournal of Performance of Constructed Facilities:;2025:;Volume ( 039 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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