Experimental Investigation on Stub-Column Behavior of Cold-Formed High-Strength Steel Tubular Sections-Reference-Cited by-同舟云学术

Experimental Investigation on Stub-Column Behavior of Cold-Formed High-Strength Steel Tubular Sections

Published:2016-05 Issue:5 Volume:142 Page:04015174
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ma Jia-Lin¹,Chan Tak-Ming²,Young Ben³

Affiliation:

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

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Hong Kong.

3. 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.0001456

Reference32 articles.

1. ABAQUS [Computer software]. Dassault Systèmes Providence RI.

2. AISC (American Institude of Steel Construction). (2010). “Specification for structural steel buildings.” ANSI/AISC 360-10 Chicago.

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

4. AS (Australian Standard). (1998). “Steel structures.” AS 4100 Sydney Australia.

5. AS (Australian Standard). (2007). “Metallic materials—Tensile testing at ambient temperature.” AS 1391 Sydney Australia.

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