Inelastic buckling of pin-ended steel columns under longitudinal non-uniform temperature distribution-Reference-Cited by-同舟云学术

Inelastic buckling of pin-ended steel columns under longitudinal non-uniform temperature distribution

Published:2009-01 Issue:1 Volume:65 Page:132-141
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Tan K.H.,Yuan W.F.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference26 articles.

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2. The critical temperature of steel columns with restrained thermal elongation;Neves;J Construct Steel Res,1995

3. Shepherd P, Burgess IW, Plank RJ, O’Connor DJ. The performance in fire of restrained steel columns in multi-storey constructions. In: 4th Kerensky international conference. 1997. p. 333–42

4. Fire resistance of columns in steel frames;Franssen;Fire Safety J (UK),1992

5. The effects of frame continuity on the behavior of steel columns under fire conditions and fire resistant design proposals;Wang;J Construct Steel Res,1997

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