Distortional buckling formulae for cold-formed steel C- and Z-section members-Reference-Cited by-同舟云学术

Distortional buckling formulae for cold-formed steel C- and Z-section members

Published:2004-11 Issue:11 Volume:42 Page:1599-1629
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Silvestre N.,Camotim D.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference8 articles.

1. Silvestre N, Camotim D. Distortional buckling formulae for cold-formed steel C- and Z-section members: part I—derivation. Thin-Walled Structures 2004. Doi:10.1016/j.tws2004.05.001.

2. Distortional buckling formulae for channel columns;Lau;Journal of Structural Engineering (ASCE),1987

3. Design for distortional buckling of flexural members;Hancock;Thin-Walled Structures,1997

4. Schafer B. Cold-formed steel behavior and design: analytical and numerical modelling of elements and members with longitudinal stiffeners. Ph.D. thesis, Cornell University; 1997.

5. Distortional buckling of channel beam-columns;Teng;Thin-Walled Structures,2003

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