Behavior of RHS X-joints having high brace to chord width ratio under axial compression-Reference-Cited by-同舟云学术

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Behavior of RHS X-joints having high brace to chord width ratio under axial compression

Published:2019-08-21 Issue: Volume: Page:1148-1153
ISSN:
Container-title:Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications
language:
Short-container-title:

Author:

Lee Cheol-Ho,Kim Seon-Hu,Kim Jeong-Hyun

Publisher

CRC Press

Reference1 articles.

1. AISC (American Institute of Steel Construction) 2010. Specification for Structural Steel Buildings. Chicago, IL.

Cited by 2 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. Compressive chord sidewall failure of equal-width RHS X joints with brace inclination;Thin-Walled Structures;2024-12

2. Chord Sidewall Failure of RHS X-Joints in Compression and Associated Design Recommendations;Journal of Structural Engineering;2021-08

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