Design of Cold-Formed Steel Built-Up Closed Sections with Intermediate Stiffeners-Reference-Cited by-同舟云学术

Design of Cold-Formed Steel Built-Up Closed Sections with Intermediate Stiffeners

Published:2008-05 Issue:5 Volume:134 Page:727-737
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Young Ben¹²,Chen Ju¹²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Univ. of Hong Kong, Pokfulam Rd., Hong Kong (corresponding author). E-mail: young@hku.hk

2. Lecturer, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou, China; formerly, Dept. of Civil Engineering, Univ. of Hong Kong, Pokfulam Rd., Hong Kong.

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%282008%29134%3A5%28727%29

Reference26 articles.

1. AS/NZS. (2005). “Cold-formed steel structures.” AS/NZS No. 4600:2005 Australian/New Zealand Standard Standards Australia Sydney Australia.

2. ASCE. (2006). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-05 Reston Va.

3. Australian Standard (AS). (1991). “Methods for tensile testing of metals.” AS 1391 Standards Association of Australia Sydney Australia.

4. Australian Standard (AS). (1993). “Steel sheet and strip—Hot-dipped zinc-coated or aluminium/zinc-coated.” AS 1397 Standards Association of Australia Sydney Australia.

5. Batista E. Rondal J. and Maquoi R. (1987). “Column stability of cold-formed U and C sections.” Proc. Int. Conf. on Steel and Aluminium Structures Cardiff U.K. 419–427.

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