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dc.contributor.authorShi, Fan
dc.contributor.authorWang, Dongsheng
dc.contributor.authorDu, Wenxue
dc.contributor.authorGe, Xiao
dc.contributor.authorSun, Zhiguo
dc.date.accessioned2026-08-20T12:19:15Z
dc.date.available2026-08-20T12:19:15Z
dc.date.copyright2025/06/26
dc.date.issued2025
dc.identifier.otherJSENDH.STENG-14572.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313358
dc.description.abstractAbstractStainless steel has excellent durability and resistance to low-cycle fatigue; thus, it has been gradually applied to bridge engineering. However, the current studies on the seismic performance of stainless steel piers are still insufficient. In ...
dc.publisherAmerican Society of Civil Engineers
dc.titleParametric Study on Seismic Performance of Stainless Steel Piers with Box Section
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue9
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-14572
dc.journal.fristpage04025131-1
dc.journal.lastpage04025131-18
dc.page18
dc.treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 009
dc.contenttypeFulltext


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