High-strength concrete-filled steel tube columns with tie bars: Seismic behavior and design-Reference-Cited by-同舟云学术

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High-strength concrete-filled steel tube columns with tie bars: Seismic behavior and design

Published:2024-01 Issue: Volume:212 Page:108289
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Hu Hong-Song,Tan Yue-Yue,Xu Li,Basha Syed Humayun,Ji Xiang-Ru

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference45 articles.

1. Revisiting the composite action in axially loaded circular CFST columns through direct measurement of load components;Hu;Eng. Struct.,2021

2. Equivalent stress-strain models of components in high-strength concrete-filled circular steel tube columns;Hu;J. Constr. Steel Res.,2024

3. Size effect of axial-loaded concrete-filled steel tubular columns with different confinement coefficients;Jin;Eng. Struct.,2019

4. Axial compressive behavior of square CFST columns through direct measurement of load components;Hu;J. Struct. Eng.,2018

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

Cited by 1 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. Combined axial load-biaxial bending interaction method for L-shaped CFSP shear walls;Structures;2024-07

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