Plastic and Lateral-Torsional Buckling Behavior of Single Cold-Formed Channels Connected Back-to-Back-Reference-Cited by-同舟云学术

Plastic and Lateral-Torsional Buckling Behavior of Single Cold-Formed Channels Connected Back-to-Back

Published:2006-08 Issue:8 Volume:132 Page:1223-1233
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Dundu M.¹²,Kemp A. R.¹²

Affiliation:

1. Senior Lecturer, Dept. of Civil Engineering, Univ. of Johannesburg, P. O. Box 524, Auckland Park 2006, South Africa.

2. Highveld Steel Professor of Civil Engineering (Structural Engineering), School of Civil and Environmental Engineering, Univ. of the Witwatersrand, P. Bag 3, WITS, 2050, South Africa.

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%3A8%281223%29

Reference21 articles.

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2. Baker J. F. and Eickhoff K. G. (1956). “A test on a pitched roof portal preliminary publication.” IABSE 5th Congress Lisbon.

3. Baker J. F. Eickhoff K. G. and Roscoe K. H. (1956). “Tests on two north-light portals.” Rep. FEI/49 British Welding Research Association Cambridge U.K.

4. Baker J. F. and Eickhoff K. G. (1955). “The behaviour of saw-tooth portal frames.” Proc. Conf. on the Correlation of Stresses and Displacements Institute of Civil Engineering U.K.

5. British Standard Institution (BSI). (1987). “British standard method for tensile testing of metals.” BS 18.

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