Structural behaviour of cold-formed thin-walled short steel channel columns at elevated temperatures. Part 1: experiments-Reference-Cited by-同舟云学术

Structural behaviour of cold-formed thin-walled short steel channel columns at elevated temperatures. Part 1: experiments

Published:2003-06 Issue:6 Volume:41 Page:543-570
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Feng M,Wang Y.C,Davies J.M

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Ala-Qutinen T, Myllyaki J. The local buckling of RHS members at elevated temperatures. Espoo 1995, Technical Research Centre of Finland, VTT Tiedotteita, Meddelanden, Research Nodes 1672, 37 pp. + appendix 42 pp. 1995.

2. Fire resistance of loadbearing LSF assemblies;Alfawakhiri,2000

3. Numerical modelling of steel members subjected to severe thermal loads;Alfawakhiri,2001

4. Design of loadbearing light steel frame walls for fire resistance, fire engineering research report 95/3;Gerlich,1995

5. Preliminary study on the column-strength of cold-formed steel studs exposed to elevated temperatures;Klippstein,1978

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