Cyclic Behavior of Steel Beam to CFT Column Connections with Gusset Plates

Beam-brace-CFT (concrete-filled tubular) column connections provide excellent performance in resisting seismic loads in high-risk areas. However, the load transmission mechanism of this type of connection still remains unclear, and there is a lack of study on it. Therefore, in this paper, the mechan...

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Bibliographic Details
Main Authors: Peng Wang, Zhan Wang, Jianrong Pan, Yanjun Zheng, Deming Liu
Format: Article
Language:English
Published: Wiley 2019-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2019/3798671
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