Computational issues in biaxial bending capacity assessment of RC and composite cross-sections exposed to fire-Reference-Cited by-同舟云学术

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Computational issues in biaxial bending capacity assessment of RC and composite cross-sections exposed to fire

Published:2024-10 Issue: Volume:302 Page:107477
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Chiorean Cosmin G.

Publisher

Elsevier BV

Reference77 articles.

1. A consistent nonlinear approach for analysing steel, cold-formed steel, stainless steel and composite columns at ambient and fire conditions;Ellobody;Thin-Walled Struct,2013

2. Fire behavior and performance of concrete filled steel tubular columns: review and discussion;Wang;J Constr Steel Res,2019

3. Structural fire engineering;Kodur,2020

4. Structural design for fire safety;Buchanan,2017

5. A numerical investigation of the influence of pore pressures and thermally induced stresses for spalling of concrete exposed to elevated temperatures;Zhang;Fire Saf J,2013

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