The effect of residual stresses in the lateral-torsional buckling of steel I-beams at elevated temperature-Reference-Cited by-同舟云学术

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The effect of residual stresses in the lateral-torsional buckling of steel I-beams at elevated temperature

Published:2004-03 Issue:3-5 Volume:60 Page:783-793
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Vila Real P.M.M.,Cazeli R.,Simões da Silva L.,Santiago A.,Piloto P.

Publisher

Elsevier BV

Subject

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

Reference12 articles.

1. Flexural–torsional buckling of structures;Trahair,1993

2. Limit states design of structural steel work;Nethercot,2001

3. Eurocode 3—design of steel structures—part 1-2: general rules—structural fire design,1995

4. Lateral buckling of steel I beams under fire conditions;Vila Real,1999

5. Numerical modelling of lateral buckling of steel I beams under fire conditions—comparison with Eurocode 3;Vila Real;J Fire Prot Eng USA,2001

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