Behavior of UHPC filled high-strength square steel tubular stub columns under combined flexural and axial loads-Reference-Cited by-同舟云学术

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Behavior of UHPC filled high-strength square steel tubular stub columns under combined flexural and axial loads

Published:2024-10 Issue: Volume:95 Page:110241
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Guo Juntao,Zhang Kai,Wang Ying^ORCID,Lai Zhichao,Yang Yuxing

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference48 articles.

1. Noncompact and slender rectangular CFT members: experimental database, analysis, and design;Lai;Journal of Constructional Steel Research,2014

2. Axial compressive behavior of square spiral-confined high-strength concrete-filled steel-tube columns;Hu;J. Struct. Eng.,2020

3. Seismic behavior of square spiral-confined high-strength concrete-filled steel tube columns under high axial load ratio;Hu;Eng. Struct.,2022

4. Equivalent stress-strain models of components in high-strength concrete-filled circular steel tube columns;Hu;Journal of Constructional Steel Research,2024

5. Behaviours of square UHPFRC-filled steel tubular stub columns under eccentric compression;Yan;Thin-Walled Struct.,2021

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