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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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