Test and Numerical Study on Monotonic Behavior of Complex CFT Column Joints

This paper presents a test and numerical investigation into the monotonic behavior of three different complex steel trusses to concrete-filled tubular (CFT) column joints. Based on an engineering structure, 1 : 4 reduced-scale specimens are manufactured and the three-dimensional subassembly testing...

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Bibliographic Details
Main Authors: Zeliang Yu, Bin Yang, Bin Jia, Yuhong Yan, Shaowen Xiao, Ke Lei
Format: Article
Language:English
Published: Hindawi Limited 2019-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2019/5105934