Influence of brace-to-chord angle on the seismic behavior of circular hollow section X-joints under in-plane bending-Reference-Cited by-同舟云学术

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Influence of brace-to-chord angle on the seismic behavior of circular hollow section X-joints under in-plane bending

Published:2022-08 Issue: Volume:264 Page:114419
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Bida Zhao,Zhihua Shao,Chengqing Liu,Xianhong Wu,Yi Chen

Funder

China Scholarship Council

Natural Science Foundation of Zhejiang Province

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference29 articles.

1. Ultimate resistance of unstiffened tubular joints;Kurobane;J Struct Eng,1984

2. Parametric study of tubular KK multiplanar steel connections;Forti;J Constr Steel Res,2015

3. experimental and numerical study of cold-formed high-strength steel CHS X-joints;Lee;J Struct Eng,2017

4. Numerical study and design of skewed X-type branch plate-to-circular hollow section connections;Voth;J Constr Steel Res,2012

5. Static strength of axially loaded EHS X-joints with braces welded to the narrow sides of the chord;Shen;J Constr Steel Res,2013

Cited by 6 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. In-plane flexural behavior of eccentric rectangular hollow section (ERHS) X-joints: Experimental, numerical and analytical study;Journal of Building Engineering;2024-11

2. Numerical simulation of the crack propagation effect on the hysteretic behavior of CHS-X joints;Engineering Failure Analysis;2024-09

3. Hysteretic behaviour of square-hollow-section T- and X-joints with in-plane bending moment;Journal of Constructional Steel Research;2024-09

4. Comparison of in-plane flexural seismic behavior between traditional RHS X-joints and eccentric RHS X-joints;Structures;2024-02

5. Seismic Performance of Rectangular Hollow Section X-Joints Subjected to In-Plane Bending Moment;Buildings;2023-10-02

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