Experimental residual capacity of steel-reinforced concrete-filled steel tubular stub columns after fire exposure-Reference-Cited by-同舟云学术

Experimental residual capacity of steel-reinforced concrete-filled steel tubular stub columns after fire exposure

Published:2023-08 Issue: Volume:189 Page:110900
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Medall D.,Ibáñez C.^ORCID,Albero V.,Espinós A.^ORCID,Romero M.L.

Funder

Universitat Politècnica de València

European Social Fund

Agencia Estatal de Investigación

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference24 articles.

1. Fire Resistance of Innovative and Slender Concrete Filled Tubular Composite Columns (FRISCC). Final Report. Catalogue Number KI-NA-28082-EN-N;Romero,2016

2. Design Guide for Concrete Filled Tubular Members with High Strength Materials To Eurocode 4;Liew,2015

3. Simplified proposal for the temperature field of steel-reinforced CFST columns exposed to fire;Medall;Eng. Struct.,2022

4. Steel hollow columns filled with self-compacting concrete under fire conditions;Claude,2010

5. Performance of square steel-reinforced concrete-filled steel tubular columns subject to non-uniform fire;Meng;J. Constr. Steel Res.,2020

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