An approach for calculating the failure loads of unprotected concrete filled steel columns exposed to fire-Reference-Cited by-同舟云学术

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An approach for calculating the failure loads of unprotected concrete filled steel columns exposed to fire

Published:1999-02-25 Issue:2 Volume:7 Page:127-145
ISSN:1225-4568
Container-title:Structural Engineering and Mechanics
language:en
Short-container-title:Structural Engineering and Mechanics

Author:

Wang Y.C.,Kodur V.K.R.

Publisher

Techno-Press

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Cited by 13 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. Fire Behavior of Concrete-Filled Hollow Section Columns with High Strength Bar-Bundle as Core;Fire Technology;2024-02-08

2. A general unified method for calculating fire resistance of CFST columns considering various types of steel and concrete;Journal of Building Engineering;2022-11

3. Efficiency of insulation layers in fire protection of FRP-confined RC columns-numerical study;STRUCT ENG MECH;2021

4. A unified method for calculating the fire resistance of concrete-filled steel tube with fire protection under combined loading;Journal of Constructional Steel Research;2020-05

5. Effect of embedded steel stirrups on fire behavior of square steel tubular columns filled with recycled lump concrete;Engineering Structures;2020-05

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