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

dc.contributor.author	Fan, Bing-hui
dc.contributor.author	Sun, Qi
dc.contributor.author	Wang, Su-guo
dc.contributor.author	Ma, Xi-lun
dc.contributor.author	Zou, Jin-qi
dc.date.accessioned	2026-08-20T11:59:00Z
dc.date.available	2026-08-20T11:59:00Z
dc.date.copyright	2025/07/22
dc.date.issued	2025
dc.identifier.other	JPCFEV.CFENG-5137.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4312932
dc.description.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 ...
dc.publisher	American Society of Civil Engineers
dc.title	Lessons Learned from a Progressive Collapse Accident of a through Tied-Arch Bridge: FE Modeling and Inverse Analysis
dc.type	Journal Article
dc.journal.volume	39
dc.journal.issue	5
dc.journal.title	Journal of Performance of Constructed Facilities
dc.identifier.doi	10.1061/JPCFEV.CFENG-5137
dc.journal.fristpage	04025045-1
dc.journal.lastpage	04025045-14
dc.page	14
dc.tree	Journal of Performance of Constructed Facilities:;2025:;Volume ( 039 ):;issue: 005
dc.contenttype	Fulltext