Seismic Fragility Analysis for Steel Staggered Truss Framing Structure Based on L-Moments

dc.contributor.author	Liu, Hui-Juan
dc.contributor.author	Zhang, Xuan-Yi
dc.contributor.author	Zhao, Yan-Gang
dc.date.accessioned	2026-08-20T21:20:18Z
dc.date.available	2026-08-20T21:20:18Z
dc.date.copyright	2025/11/08
dc.date.issued	2026
dc.identifier.other	AJRUA6.RUENG-1728.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4314309
dc.description.abstract	AbstractSeismic fragility analysis of steel staggered truss framing (SSTF) structures is carried out in this study. Instead of artificially assuming certain distributions for seismic demand and capacity models as in general methods, the seismic fragility ...
dc.publisher	American Society of Civil Engineers
dc.title	Seismic Fragility Analysis for Steel Staggered Truss Framing Structure Based on L-Moments
dc.type	Journal Article
dc.journal.volume	12
dc.journal.issue	1
dc.journal.title	ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
dc.identifier.doi	10.1061/AJRUA6.RUENG-1728
dc.journal.fristpage	04025098-1
dc.journal.lastpage	04025098-17
dc.page	17
dc.tree	ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2026:;Volume ( 012 ):;issue: 001
dc.contenttype	Fulltext