Novel Energy Dissipation Bracing Designed for Corrugated Sheet–Sheathed Cold-Formed Steel Shear Wall-Reference-Cited by-同舟云学术

Novel Energy Dissipation Bracing Designed for Corrugated Sheet–Sheathed Cold-Formed Steel Shear Wall

Published:2021-11 Issue:11 Volume:147 Page:04021171
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yu Cheng¹^ORCID,Tian Yu²^ORCID,Yan Weiming³,Zhang Wenying⁴

Affiliation:

1. Professor, Dept. of Mechanical Engineering, Univ. of North Texas, Denton, TX 76207 (corresponding author). ORCID: .

2. Graduate Research Assistant, Key Laboratory of Earthquake Engineering and Structural Retrofit of Beijing, Beijing Univ. of Technology, Beijing 100024, China. ORCID: .

3. Professor, Key Laboratory of Earthquake Engineering and Structural Retrofit of Beijing, Beijing Univ. of Technology, Beijing 100024, China.

4. Assistant Professor, Key Laboratory of Earthquake Engineering and Structural Retrofit of Beijing, The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100024, China.

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.0003147

Reference19 articles.

1. Performance of wall-stud cold-formed shear panels under monotonic and cyclic loading

2. IBC (International Building Code). 2015. International building code, 2015 edition. Washington, DC: International Code Council.

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

4. Behavior of Gypsum‐Sheathed Cold‐Formed Steel Wall Studs

5. Sheathed Cold-Formed Steel Studs under Axial and Lateral Load

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