Modelling steel frame behaviour under fire conditions-Reference-Cited by-同舟云学术

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Modelling steel frame behaviour under fire conditions

Published:1991-10 Issue:4 Volume:13 Page:371-382
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Saab H.A.,Nethercot D.A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference24 articles.

1. The strength of partially exposed steel columns in fire;Sharples,1977

2. Fire resistance tests — elements of building construction;ISO 834;International Standard 834,1975

3. The inherent fire resistance of a loaded steel framework;Cooke;Steel Construction Today,1987

4. Tragverhalten Stahlerner Rahmen-systeme bei Braudbeanspruchung;Rubert;Stahlbau,1985

5. Vandamme M. Janss, J. Buckling of axially loaded steel columns in fire conditions. IABSE Proceedings P-43/81 pp. 81–95

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1. GMNIA with beam elements and strain limits based fire design approach for steel beams and beam–columns;Engineering Structures;2024-02

2. An advanced beam-column element for analysis of frames in fires;International Journal of Mechanical Sciences;2023-12

3. A Numerical Study to Evaluate the Changes in Dynamic Properties of Various Steel Truss Types Under Fire Conditions;International Journal of Steel Structures;2023-09-27

4. Damage-based constitutive model for a fiber-reinforced high-toughness cementitious composite exposed to temperatures ranging from +200 °C to −100 °C;Construction and Building Materials;2023-08

5. A voxels-based Rayleigh-Ritz method for the post-buckling elasto-plastic analysis of restrained steel columns in fire;Journal of Constructional Steel Research;2023-02

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