Experimental axial-compressive behaviour of bare cold-formed-steel studs with semirigid-track and ideal-hinged boundary-conditions-Reference-Cited by-同舟云学术

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Experimental axial-compressive behaviour of bare cold-formed-steel studs with semirigid-track and ideal-hinged boundary-conditions

Published:2024-05 Issue: Volume:216 Page:108600
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Mishra Sohini,McNally Ciaran,Wrzesien Andrzej M.,McCrum Daniel P.

Funder

University College Dublin

Publisher

Elsevier BV

Reference30 articles.

1. Performance-based assessment of CFS strap-braced stud walls under seismic loading;Papargyriou;J. Constr. Steel Res.,2021

2. Design and development of a general cold-formed steel portal framing system;Lim;Struct. Eng.,2002

3. Modern Methods of Construction a Forward-Thinking Solution to the Housing Crisis;Davies,2018

4. Numerical Modelling and Analysis of Structural Behaviour of Wall-Stud Cold-Formed Steel Shear Wall Panels under in-Plane Monotonic Loads;Dai,2012

5. Sheathed cold-formed steel studs under axial and lateral load;Peterman;J. Struct. Eng.,2014

Cited by 1 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. Prediction of axial-compressive behaviour of bare cold-formed steel studs through a new stud-to-track contact modeling approach;Engineering Structures;2024-11

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