Experimental behavior of steel beam–columns subjected to fire-induced thermal gradients-Reference-Cited by-同舟云学术

Experimental behavior of steel beam–columns subjected to fire-induced thermal gradients

Published:2011-01 Issue:1 Volume:67 Page:30-38
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Dwaikat M.M.S.,Kodur V.K.R.,Quiel S.E.,Garlock M.E.M.

Publisher

Elsevier BV

Subject

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

Reference28 articles.

1. American Institute of Steel Construction (AISC). Steel construction manual. 13th ed. Chicago, IL; 2005.

2. European Committee for Standardization (CEN). Design of steel structures. Part 1.2: General rules — structural fire design. Eurocode 3, ENV 1993-2-2:2001. Brussels, Belgium; 2001.

3. Mechanics of wide-flanged steel sections that develop thermal gradients due to fire exposure;Garlock;Int J Steel Struct,2007

4. Plastic axial load–moment interaction curves for fire-exposed steel sections;Garlock;J Struct Eng,2008

5. The effect of axial restraint on the fire resistance of steel columns;Ali;J Constr Steel Res,1998

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