Behavior of cold-formed steel shear walls sheathed with high-capacity sheathing-Reference-Cited by-同舟云学术

Behavior of cold-formed steel shear walls sheathed with high-capacity sheathing

Published:2020-12 Issue: Volume:225 Page:111280
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Derveni Fani,Gerasimidis Simos,Peterman Kara D.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference44 articles.

1. AISI-S400-15, North American standard for seismic design of cold-formed steel structural systems, in: AISI-S400, American Iron and Steel Institute, Washington, D.C.; 2015.

2. Static racking behavior of plywood, OSB, gypsum, and fiberbond walls with metal framing;Serrette;J Struct Eng,1997

3. Testing of light-gauge steel-frame - wood structural panel shear walls;Branston;Can J Civ Eng,2006

4. Impact of construction details on OSB-sheathed cold-formed steel framed shear walls;Liu;J Constr Steel Res,2014

5. Shear resistance of cold-formed steel framed shear walls with 0.686 mm, 0.762 mm, and 0.838 mm steel sheet sheathing;Yu;Eng Struct,2010

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