Behavior of Cold-Formed Steel Built-Up Sections with Intermediate Stiffeners under Bending. I: Tests and Numerical Validation-Reference-Cited by-同舟云学术

Behavior of Cold-Formed Steel Built-Up Sections with Intermediate Stiffeners under Bending. I: Tests and Numerical Validation

Published:2016-03 Issue:3 Volume:142 Page:04015150
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Wang Liping¹,Young Ben²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Hong Kong, Pokfulam Rd., Hong Kong.

2. Professor, Dept. of Civil Engineering, Univ. of Hong Kong, Pokfulam Rd., Hong Kong (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.0001428

Reference17 articles.

1. ABAQUS version 6.12-1 [Computer software]. Hibbit Karlsson & Sorensen Pawtucket RI.

2. AISI (American Iron and Steel Institute). (2012). “North American specification for the design of cold-formed steel structural members.” AISI-S100-12 American Iron and Steel Institute Washington DC.

3. AS/NZS (Australian/New Zealand Standard). (2005). “Cold-formed steel structures.” AS/NZS 4600 Standards Australia Sydney Australia.

4. Local and overall buckling of cold-formed members;DeWolf J. T.;J. Struct. Div.,1974

5. Composed columns from cold-formed steel Z-profiles: Experiments and code-based predictions of the overall compression capacity

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