Experiments and Simulations of Cold-Formed Steel Wall Assemblies Using Corrugated Steel Sheathing Subjected to Shear and Gravity Loads-Reference-Cited by-同舟云学术

Experiments and Simulations of Cold-Formed Steel Wall Assemblies Using Corrugated Steel Sheathing Subjected to Shear and Gravity Loads

Published:2017-03 Issue:3 Volume:143 Page:04016193
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zhang Wenying¹,Mahdavian Mahsa²,Li Yuanqi³,Yu Cheng⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China.

2. Graduate Student, Dept. of Engineering Technology, Univ. of North Texas, Denton, TX 76207.

3. Professor, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China.

4. Professor, Dept. of Engineering Technology, Univ. of North Texas, Denton, TX 76207 (corresponding author).

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.0001681

Reference26 articles.

1. ABAQUS [Computer software]. Dassault Systèmes Waltham MA.

2. AC322. (2013). AC322 prefabricated cold-formed steel lateral-force-resisting vertical assemblies International Code Council Evaluation Service Washington DC.

3. AISI (American Iron and Steel Institute). (2012a). “North American specification for the design of cold-formed steel structural members.” AISI S100 Washington DC.

4. AISI (American Iron and Steel Institute). (2012b). “North American standard for cold-formed steel framing: Product data 2012 edition.” AISI S201 Washington DC.

5. AISI (American Iron and Steel Institute). (2015a). “North American standard for cold-formed steel structural framing.” AISI S240 Washington DC.

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