Effective Strip Method for the Design of Cold-Formed Steel Framed Shear Wall with Steel Sheet Sheathing-Reference-Cited by-同舟云学术

Effective Strip Method for the Design of Cold-Formed Steel Framed Shear Wall with Steel Sheet Sheathing

Published:2014-04 Issue:4 Volume:140 Page:04013101
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yanagi Noritsugu¹,Yu Cheng²

Affiliation:

1. Graduate Research Assistant, Dept. of Engineering Technology, Univ. of North Texas, Denton, TX 76207.

2. Associate 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.0000870

Reference29 articles.

1. American Concrete Institute (ACI). (2005). “Building code requirements for structural concrete and commentary.” ACI 318 Detroit.

2. American Institute of Steel Construction (AISC). (2005). “Seismic provisions for structural steel buildings.” ANSI/AISC 341-05 Chicago.

3. American Iron and Steel Institute (AISI). (2007a). “North American specification for cold-formed steel structural members.” AISI S100 2007 Ed. Washington DC.

4. American Iron and Steel Institute (AISI). (2007b). “North American standard for cold-formed steel framing—lateral provisions.” AISI-S213-07 Washington DC.

5. Balh N. (2010). “Development of seismic design provisions for steel sheathed shear walls.” M. Eng. thesis Dept. of Civil Engineering and Applied Mechanics McGill Univ. Montreal QC Canada.

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