Design for inelastic local web buckling of coped beams-Reference-Cited by-同舟云学术

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Design for inelastic local web buckling of coped beams

Published:2016-10 Issue: Volume:125 Page:173-189
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Lam Angus C.C.,Zhang Yanyang^ORCID,Qin Yi,Yam Michael C.H.,Iu V.P.

Funder

Hong Kong Polytechnic University Central

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. Design and behaviour of coped beams;Cheng,1984

2. The behaviour and analysis of double-row bolted shear web connections;Ricles,1980

3. Behavior of bearing critical double-angle beam connections;Birkemoe;Eng. J. Am. Inst. Steel Constr.,1978

4. Tests of bolted shear web connections;Shelton,1981

5. Strength of double-row bolted-web connections;Ricles;J. Struct. Eng.,1983

Cited by 7 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. Buckling and post-buckling behavior of top flange coped I-beams with slender web panels;Thin-Walled Structures;2024-05

2. Steel Coped Beam with Functionally Graded Material for Offshore Topside: Numerical Investigations;International Journal of Steel Structures;2024-04-15

3. Numerical study on lateral torsional buckling of coped beams;Journal of Building Pathology and Rehabilitation;2022-05-07

4. The influence of rounded corners on the performance of single-coped beam with slender web;Structures;2021-12

5. Local web buckling of CFRP reinforced single-coped beam with slender web;Engineering Structures;2021-11

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