Quantitative Study of Damage State Correlation for Structural Components under Seismic Actions: A Bridge Pier Case Study

dc.contributor.author	Chen, Libo
dc.contributor.author	Mo, Ruchun
dc.contributor.author	Tang, Mingbo
dc.date.accessioned	2026-08-20T21:19:49Z
dc.date.available	2026-08-20T21:19:49Z
dc.date.copyright	2026/01/22
dc.date.issued	2026
dc.identifier.other	AJRUA6.RUENG-1727.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4314298
dc.description.abstract	AbstractWhen conducting system-level seismic risk assessments for structures, researchers are typically more concerned with the damage states (DSs) of multiple components rather than individual ones. In this context, analysis of DS correlation is ...
dc.publisher	American Society of Civil Engineers
dc.title	Quantitative Study of Damage State Correlation for Structural Components under Seismic Actions: A Bridge Pier Case Study
dc.type	Journal Article
dc.journal.volume	12
dc.journal.issue	2
dc.journal.title	ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
dc.identifier.doi	10.1061/AJRUA6.RUENG-1727
dc.journal.fristpage	04026005-1
dc.journal.lastpage	04026005-14
dc.page	14
dc.tree	ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2026:;Volume ( 012 ):;issue: 002
dc.contenttype	Fulltext