Parametric study on seismic response modification factor of strap-braced cold-formed steel systems-Reference-Cited by-同舟云学术

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Parametric study on seismic response modification factor of strap-braced cold-formed steel systems

Published:2024-02 Issue: Volume:60 Page:105791
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Abbasi Mehran,Riahi Hossein Tajmir,Zeynalian Mehran,Rahnama Mohammad Younes

Publisher

Elsevier BV

Reference71 articles.

1. Behavior of cold-formed steel wall stud assemblies;Miller;J Struct Eng,1993

2. Cold-formed steel structures;Hancock;J Constr Steel Res,2003

3. Dual high‐strength steel eccentrically braced frames with removable links;Dubina;Earthq Eng Struct Dyn,2008

4. ” in Eurocode;Dubina;Des cold-Form Steel Struct,2012

5. G. Comeau, “Inelastic performance of welded CFS strap braced walls,” 2008.

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. Investigating the Factors Influencing the Strength of Cold-Formed Steel (CFS) Sections;Buildings;2024-04-17

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