Experimental and numerical study on the shear behavior of web perforated cold-formed steel beams-Reference-Cited by-同舟云学术

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Experimental and numerical study on the shear behavior of web perforated cold-formed steel beams

Published:2022-11 Issue: Volume:45 Page:2117-2136
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Wang Liping^ORCID,Li Jian,Luo Cuiying,Cao Xingxing,Wang Haibo

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference30 articles.

1. Cold-formed steel menmbers with perforated elements[J];Yu;Journal of Structural Division,1973

2. Research into cold formed steel perforated C-sections in shear[D];Schuster,1995

3. Cold-formed steel webs with openings: summary report[J];Shan;Thin-Walled Structures,1997

4. EILER M R, LABOUBE R A, Yu W. Behavior of web elements with openings subjected to linearly varying shear[J]. 1997.

5. Australian/New Zealand standard-Cold-formed steel structures, AS/NZS 4600:2018[S]. Australia, New Zealand, Sydney. 2018.

Cited by 3 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. Effect of hole-edge stiffeners on the behavior of cold-formed steel members with web openings under combined bending and shear;Structures;2024-06

2. Assessment of Eurocode 3 Shear Design Provisions for Cold‐Formed Steel Beams with Web Holes;ce/papers;2023-09

3. BEHAVIOR OF WEB PERFORATED COLD-FORMED STEEL BEAMS UNDER COMBINED BENDING AND SHEAR ACTION;ADV STEEL CONSTR;2023-03-01

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