Experimental and numerical parametric study on the capacity of coped beam ends-Reference-Cited by-同舟云学术

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Experimental and numerical parametric study on the capacity of coped beam ends

Published:2015-10 Issue: Volume:113 Page:146-155
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Aalberg A.

Publisher

Elsevier BV

Subject

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

Reference36 articles.

1. Elastic lateral buckling of stepped I-beams;Trahair;J. Struct. Div.,1971

2. Lateral-torsional buckling of end-notched steel beams;Du Plessis,1977

3. Buckling of coped steel beams;Gupta;J. Struct. Eng.,1984

4. Zur tragfähigkeit ausgeklinkter träger;Lindner;Stahlbau,1985

5. Lateral buckling of coped steel beams;Cheng;J. Struct. Eng.,1988

Cited by 14 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. Experimental and numerical investigations of steel coped beam using DIC method;Journal of Mechanical Science and Technology;2024-08

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

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

4. Experimental and numerical study on reinforced single-coped beam with slender web connections;Thin-Walled Structures;2022-02

5. Block Shear Strength of Coped Beam Connections with Double Bolt Lines;Journal of Structural Engineering;2022-01

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