Response of steel beam–columns exposed to fire
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference21 articles.
1. EN1993-1-2, The European standard; Part 1-2: General rules — Structural fire design. European Committee for Standardization, Brussels. 2005
2. Numerical simulations of the effects of non-uniform temperature distributions on lateral torsional buckling resistance of steel I-beams;Yin;J Construct Steel Res,2003
3. A simplified analysis of catenary action in steel beams in fire and implications on fire resistant design;Wang;Steel Compos Struct,2006
4. Structural responses of axially restrained steel beams with semirigid moment connection in fire;Tan;J Struct Eng,2005
5. A new proposal of a simple model for the lateral torsional buckling of unrestrained steel I-beams in case of fire: Experimental and numerical validations;Vila-Real;J Construct Steel Res,2003
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