Nonlinear analysis on mechanical behaviour of high strength steel extended endplate connections and equivalent T-stubs in fire considering axial force

In fire, ignoring the axial force acting on the high strength steel (HSS) beam-column endplate connections when considering catenary action may lead to a safety risk for the whole steel structure. Hence, a nonlinear analysis is conducted to reveal the actual performance of HSS T-stubs and HSS extend...

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Detaylı Bibliyografya

Asıl Yazarlar:	Xuhong Qiang, Yue Shu, Xu Jiang, Yi Xiao
Materyal Türü:	Artigo
Dil:	Inglês
Baskı/Yayın Bilgisi:	Elsevier 2023-12-01
Seri Bilgileri:	Case Studies in Construction Materials
Konular:	High strength steel T-stub Endplate connection Initial stiffness Ultimate flexural capacity
Online Erişim:	http://www.sciencedirect.com/science/article/pii/S221450952300582X
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