The General Method for the fire design of slender I-section web-tapered columns-Reference-Cited by-同舟云学术

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The General Method for the fire design of slender I-section web-tapered columns

Published:2020-10 Issue: Volume:155 Page:106920
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Maia Élio,Vila Real Paulo,Lopes Nuno,Couto Carlos

Funder

Foundation for Science and Technology

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference68 articles.

1. Theory of Elastic Stability;Timoshenko,1961

2. Bending and buckling strength of tapered structural members;Prawel;Weld Res Suppl,1974

3. Welded cantilever wedge beams;Krefeld;Weld. J.,1959

4. The elastic buckling of tapered beam-columns;Butler;Weld. J.,1963

5. Elastic buckling tests on laterally and torsionally braced tapered I-beams;Butler;Weld. J.,1966

Cited by 8 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Geometrically nonlinear analysis of steel structures with nonsymmetric sections under elevated temperatures;Journal of Constructional Steel Research;2023-12

2. Flexural buckling and post-buckling analysis of tapered columns in transient fire;Applied Mathematical Modelling;2023-11

3. The overall imperfection method for fire design situation;Engineering Structures;2023-05

4. On the accuracy of general method adapted in EN 1993-1-1;Journal of Constructional Steel Research;2022-08

5. In-plane structural response and design of steel I-section beam-columns at elevated temperatures;Structures;2022-05

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