Fire resistance of concrete-filled high strength steel tubular columns-Reference-Cited by-同舟云学术

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Fire resistance of concrete-filled high strength steel tubular columns

Published:2013-10 Issue: Volume:71 Page:46-56
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Wang Ke,Young Ben

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference29 articles.

1. Fire resistance of circular hollow steel columns filled with siliceous aggregate concrete;Lie,1988

2. Fire resistance of circular hollow steel columns filled with carbonate aggregate concrete;Lie,1988

3. Experimental studies on the fire resistance of hollow steel columns filled with plain concrete;Lie,1992

4. Fire resistance of rectangular steel columns filled with bar-reinforced concrete;Lie;Journal of Structural Engineering,1995

5. Experimental studies on the fire resistance of hollow steel columns filled with bar-reinforced concrete;Chabot,1992

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1. Circular reinforced concrete columns strengthened by combined square steel tube and concrete jackets subjected to eccentric load;Engineering Structures;2024-12

2. Ultimate bearing capacity of concrete-filled double skin steel tubular (CFDST) columns under combined temperature and axial force;Journal of Constructional Steel Research;2024-08

3. Behaviors of restrained rectangular high-strength CFT column under elevated temperature;Construction and Building Materials;2024-06

4. Global stability design of concrete-filled corrugated steel tubular columns;Structures;2024-04

5. Compression behavior of CFST columns under combined influence of gap and freeze-thaw;Journal of Constructional Steel Research;2024-03

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