Effects of adjacent brace interaction on the out-of-plane flexural behavior of CHS connections-Reference-Cited by-同舟云学术

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Effects of adjacent brace interaction on the out-of-plane flexural behavior of CHS connections

Published:2021-03 Issue: Volume:231 Page:111711
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Zhao Bida,Sun Chao,Zheng Yuning,Cai Yangzheng

Funder

China Scholarship Council

Natural Science Foundation of Zhejiang Province

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference35 articles.

1. Ultimate Resistance of Unstiffened Tubular Joints;Kurobane;J Struct Eng,1984

2. Plastic mechanism analysis of welded thin-walled T-joints made up of circular braces and square chords under in-plane bending;Mashiri;Thin-walled Struct,2004

3. Tests of SHS brace-H-shaped chord X-joints under in-plane bending;Chen;Thin-walled Struct,2015

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

5. New development in steel tubular joints;Zhao;Adv Struct Eng,2011

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

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

3. Study on seismic behavior of CHS T-joints under quasi-static cyclic in-plane bending;Structures;2023-04

4. Effect of loading patterns on in-plane flexural hysteretic performance of CHS X-connections;Journal of Building Engineering;2022-10

5. Influence of brace-to-chord angle on the seismic behavior of circular hollow section X-joints under in-plane bending;Engineering Structures;2022-08

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