Experimental behavior of axially loaded circular high-strength concrete-filled high-strength steel tubular stub columns after exposure to fire-Reference-Cited by-同舟云学术

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Experimental behavior of axially loaded circular high-strength concrete-filled high-strength steel tubular stub columns after exposure to fire

Published:2024-10 Issue: Volume:203 Page:112189
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Li Ying,Liu Faqi^ORCID,Du Tao,Pan Yanchong,Yang Hua,Li Yinglong

Publisher

Elsevier BV

Reference59 articles.

1. Developments and advanced applications of concrete-filled steel tubular (CFST) structures: members;Han;J. Construct. Steel Res.,2014

2. Concrete Filled Steel Tubular Structures-Theory and Practice;Han,2016

3. Design of concrete filled tubular beam-columns with high strength steel and concrete;Liew;Structures,2016

4. Behavior of centrally loaded concrete-filled steel-tube short columns;Sakino;J. Struct. Eng.,2004

5. Behavior of eccentrically loaded concrete-filled steel tubular columns;Fujimoto;J. Struct. Eng.,2004

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