Axial Capacity of Back-to-Back Built-Up Aluminum Alloy Channel Section Columns-Reference-Cited by-同舟云学术

Axial Capacity of Back-to-Back Built-Up Aluminum Alloy Channel Section Columns

Published:2022-02 Issue:2 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Roy Krishanu¹^ORCID,Chen Boshan²,Fang Zhiyuan²,Uzzaman Asraf³,Lim James B. P.⁴^ORCID

Affiliation:

1. Lecturer, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Auckland 1025, New Zealand (corresponding author). ORCID: .

2. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Auckland 1025, New Zealand.

3. Lecturer, School of Computing, Engineering and Physical Sciences, Univ. of the West of Scotland, Paisley PA1 2BE, UK.

4. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Auckland 1025, New Zealand. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003238

Reference54 articles.

1. ABAQUS. 2014. Analysis user’s manual-version 6.14-2. Palo Alto, CA: ABAQUS.

2. ADM (Aluminum Association). 2020. Aluminum design manual. Washington, DC: ADM.

3. Web crippling capacity of fastened cold-formed steel channels with edge-stiffened web holes, un-stiffened web holes and plain webs under two-flange loading;Chen B. S.;Thin-Walled Struct.,2021

4. Moment capacity of back-to-back cold-formed steel channels with edge-stiffened holes, un-stiffened holes, and plain webs

5. Effects of edge-stiffened web openings on the behaviour of cold-formed steel channel sections under compression

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