Experimental and numerical investigations of post-fire behaviour of circular steel tube confined steel-reinforced concrete columns under eccentric loading-Reference-Cited by-同舟云学术

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Experimental and numerical investigations of post-fire behaviour of circular steel tube confined steel-reinforced concrete columns under eccentric loading

Published:2024-10 Issue: Volume:95 Page:110345
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Wang Fengqin,Liu Faqi^ORCID,Yang Hua,Peng Kang,Wang Xizhen

Publisher

Elsevier BV

Reference40 articles.

1. Time-dependent behaviour of circular steel tube confined reinforced concrete (STCRC) slender columns;Guo;Eng. Struct.,2023

2. Time-dependent behaviour of circular steel tube confined reinforced concrete (STCRC) stub columns subjected to low axial load;Guo;Eng. Struct.,2021

3. Time-dependent modelling of steel-tube confined concrete columns considering confining and bonding effects;Guo;J. Constr. Steel Res.,2022

4. Compressive behavior of CFRP-steel composite tubed steel-reinforced columns with high-strength concrete;Wang;J. Constr. Steel Res.,2018

5. Compressive behavior of circular tubed steel-reinforced high-strength concrete short columns;Yang;J. Struct. Eng.,2019

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