Strength and Behavior of Cold-Formed SteelZ-Sections Subjected to Major Axis Bending-Reference-Cited by-同舟云学术

Strength and Behavior of Cold-Formed SteelZ-Sections Subjected to Major Axis Bending

Published:2006-10 Issue:10 Volume:132 Page:1632-1640
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Nguyen Ngoc T. B.¹²³,Fung Tat Ching¹²³,Young Ben¹²³

Affiliation:

1. Research Student, School of Civil and Environmental Engineering, Nanyang Technological Univ., 50 Nanyang Ave., Singapore 639798, Singapore.

2. Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., 50 Nanyang Ave., Singapore 639798, Singapore (corresponding author). E-mail: ctcfung@ntu.edu.sg

3. Associate Professor, Dept. of Civil Engineering, The Univ. of Hong Kong, Pokfulam Rd., Hong Kong. E-mail: young@hku.hk

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%282006%29132%3A10%281632%29

Reference14 articles.

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

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

3. Edge stiffeners for thin-walled members;Desmond T. P.;ASCE J. Struct. Div.,1981

4. Dinovitzer A. S. Sohrabpour M. and Schuster R. M. (1992). “Observations and comments pertaining to CAN/CSA-S136-M89.” Proc. 11th Int. Specialty Conf. on Cold-Formed Steel Structures Univ. of Missouri-Rolla Rolla Mo. 551–569.

5. Strength design curves for thin-walled sections undergoing distortional buckling

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