Test and design of eccentrically-loaded slender circular tubed columns filled with high-strength concrete and reinforcement

Author:

Li Xiang,Liu Jiepeng,Wang Xuanding,Chen Y. Frank

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference38 articles.

1. Tomii M, Sakino K, Xiao Y. Watanabe K. Lateral load capacity of reinforced concrete short columns confined by steel tube. Proceeding of the international specialty conference on concrete filled steel tubular structures, Harbin, China, 1985, p. 19-26.

2. Earthquake-resisting performance of R/C columns confined by square steel tubes: Part 2 Effects of wall thickness of steel tube;Sun;J Struct Constr Eng,2000

3. Confined concrete-filled tubular columns;Xiao;J Struct Eng,2005

4. Post-fire behavior of unconfined and steel tube confined rubberized concrete under axial compression;Bengar;Structures,2021

5. Experimental and numerical study on behaviour of square steel tube confined reinforced concrete stub columns after fire exposure;Liu;Thin-Walled Struct,2019

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