Behavior of square and rectangular concrete-filled steel tube (CFST) columns with horizontal reinforcing bars under eccentric compression-Reference-Cited by-同舟云学术

Behavior of square and rectangular concrete-filled steel tube (CFST) columns with horizontal reinforcing bars under eccentric compression

Published:2022-11 Issue: Volume:271 Page:114899
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Liao JinJing,Zeng Jun-Jie,Long Yue-Ling,Cai Jian,Ouyang Yi

Funder

China Scholarship Council

Postdoctoral Research Foundation of China

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Guizhou Science and Technology Department

Natural Science Foundation of Guangdong Province

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference39 articles.

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2. Axial compression tests on elliptical high strength steel tubes filled with self-compacting concrete of different mix proportions;Liao;J Build Eng,2021

3. A path dependent stress-strain model for concrete-filled-steel-tube column;Lai;Eng Struct,2020

4. Axial performance of short concrete filled steel tubes with high- and ultra-high- strength materials;Xiong;Eng Struct,2017

5. Long YL, Zeng L, Gardner L, M. Wadee MA. A new model for calculating the elastic local buckling stress of steel plates in square CFST columns. Thin-Walled Struct. 2022;171:108756.

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