Behavior and Design of Sheathed Cold-Formed Steel Stud Walls under Compression-Reference-Cited by-同舟云学术

Behavior and Design of Sheathed Cold-Formed Steel Stud Walls under Compression

Published:2013-05 Issue:5 Volume:139 Page:772-786
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Vieira L. C. M.¹,Schafer B. W.²

Affiliation:

1. Visiting Scholar, Dept. of Civil Engineering, Johns Hopkins Univ., Baltimore, MD 21218 (corresponding author).

2. Professor and Chair, Dept. of Civil Engineering, Johns Hopkins Univ., Baltimore, MD 21218.

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.0000731

Reference35 articles.

1. American Iron and Steel Institute (AISI). (1962). “Light gage cold-formed steel design manual.” Washington DC.

2. American Iron and Steel Institute (AISI). (1980). “Light gage cold-formed steel design manual.” Washington DC.

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

4. American Iron and Steel Institute (AISI). (2007b). “North American standard for cold-formed steel framing—General provisions.” AISI-S200-07 Washington DC.

5. American Iron and Steel Institute (AISI). (2007c). “North American specification for the design of cold-formed steel structural members.” AISI-S211 Washington DC.

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