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contributor authorHong, Yu
contributor authorZhou, Zhida
contributor authorYuan, Mingli
contributor authorDeng, Kailai
contributor authorShen, Linbai
contributor authorPu, Qianhui
contributor authorMangalathu, Sujith
date accessioned2026-08-20T12:27:00Z
date available2026-08-20T12:27:00Z
date copyright2025/11/20
date issued2026
identifier otherJSENDH.STENG-15325.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313477
description abstractAbstractBeam–column connections are vulnerable parts of a frame pier under lateral earthquake. This paper proposes a novel double-stage yielding beam–column connection (DYC) for seismic damage control. The main feature is the use of two kinked steel ...
publisherAmerican Society of Civil Engineers
titleSeismic Performance Assessment of Frame Pier with Double-Stage Yielding Connection
typeJournal Article
journal volume152
journal issue2
journal titleJournal of Structural Engineering
identifier doi10.1061/JSENDH.STENG-15325
journal fristpage04025255-1
journal lastpage04025255-14
page14
treeJournal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 002
contenttypeFulltext


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