Web–flange distortional buckling of partially restrained CFS beams under uplift loading-Reference-Cited by-同舟云学术

Web–flange distortional buckling of partially restrained CFS beams under uplift loading

Published:2021-01-04 Issue: Volume: Page:1-10
ISSN:0965-0911
Container-title:Proceedings of the Institution of Civil Engineers - Structures and Buildings
language:en
Short-container-title:Proceedings of the Institution of Civil Engineers - Structures and Buildings

Author:

Chen Zhenlei¹,Zhao Juan²,Li Long-yuan³

Affiliation:

1. Professor, Faculty of Maritime and Transportation, Ningbo University, Ningbo, P. R. China

2. Associate Professor, College of Urban Construction and Safety Engineering, Shanghai Institute of Technology, Shanghai, P. R. China; School of Engineering, Computing and Mathematics, University of Plymouth, Plymouth, UK (corresponding author: )

3. Professor, School of Engineering, Computing and Mathematics, University of Plymouth, Plymouth, UK

Publisher

Thomas Telford Ltd.

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jstbu.20.00042

Reference27 articles.

1. Wagner term in flexural-torsional buckling of thin-walled open-profile columns

2. Buckling analysis of cold-formed steel channel-section beams at elevated temperatures

3. Predicting rotational restraint provided to wall girts and roof purlins by through-fastened metal panels

4. Flexural strength experiments on exterior metal building wall assemblies with rigid insulation

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1. Editorial;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2022-12