Local Buckling Tests on Cold-Formed Steel Beams-Reference-Cited by-同舟云学术

Local Buckling Tests on Cold-Formed Steel Beams

Published:2003-12 Issue:12 Volume:129 Page:1596-1606
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yu Cheng¹,Schafer Benjamin W.²

Affiliation:

1. Graduate Research Assistant, 306 Latrobe Hall, Johns Hopkins Univ., Baltimore, MD 21218.

2. Assistant Professor, 203 Latrobe Hall, 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%290733-9445%282003%29129%3A12%281596%29

Reference12 articles.

1. American Iron Steel Institute (AISI). (1996). “Specification for the design of cold-formed steel structural members.” American Iron and Steel Institute. Washington D.C.

2. American Society for Testing and Materials (ASTM). (2000). “E8-00 Standard test methods for tension testing of metallic material.” E8-00 American Society for Testing and Materials Philadelphia Pa.

3. Canadian Standards Association (1994). “Cold-formed steel structural members.” S136-94 Canadian Standards Association Rexdale Ont.

4. Elhouar S. and Murray T. M. (1985). “Adequacy of proposed AISI effective width specification provisions for Z - and C -purlin design.” Fears Structural Engineering Laboratory FSEL/MBMA 85-04 University of Oklahoma Norman Okla.

5. HKS. (2001). ABAQUS Version 5.2. Hibbitt Karlsson and Sorensen Inc. Pawtucket R.I. 〈www.hks.com〉 (March 2002).

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