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dc.contributor.authorZhu, Yun-Tao
dc.contributor.authorHu, Qin-Cheng
dc.contributor.authorWang, Xiaowei
dc.contributor.authorXu, Jun
dc.contributor.authorFeng, De-Cheng
dc.date.accessioned2026-08-20T10:57:20Z
dc.date.available2026-08-20T10:57:20Z
dc.date.copyright2025/07/10
dc.date.issued2025
dc.identifier.otherAJRUA6.RUENG-1542.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311492
dc.description.abstractAbstractAs the key hubs of transportation systems, cable-stayed bridges have been widely constructed in recent years due to their advantages including efficient load distribution and economic benefits of spanning long distances. For the super-span cable-...
dc.publisherAmerican Society of Civil Engineers
dc.titleFragility Analysis of Super-Span Cable-Stayed Bridge under Random Field Excitation of Ground Motions Based on Efficient KR-α Algorithm
dc.typeJournal Article
dc.journal.volume11
dc.journal.issue3
dc.journal.titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
dc.identifier.doi10.1061/AJRUA6.RUENG-1542
dc.journal.fristpage04025051-1
dc.journal.lastpage04025051-14
dc.page14
dc.treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 003
dc.contenttypeFulltext


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