Evaluation of the load-carrying effect of rectangular concrete-filled steel tubular columns under axial compression based on the multilevel extension method-Reference-Cited by-同舟云学术

Evaluation of the load-carrying effect of rectangular concrete-filled steel tubular columns under axial compression based on the multilevel extension method

Published:2023-07 Issue: Volume:18 Page:e02041
ISSN:2214-5095
Container-title:Case Studies in Construction Materials
language:en
Short-container-title:Case Studies in Construction Materials

Author:

Zhao Zhuang,Wei Yang^ORCID,Wang Gaofei,Lin Yu,Ding Mingmin

Funder

National Natural Science Foundation of China

Natural Science Foundation of Jiangsu Province

Jiangsu Provincial Key Research and Development Program

Qinglan Project of Jiangsu Province of China

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference55 articles.

1. Stress-strain model of an FRP-confined concrete filled steel tube under axial compression;Zhang;Thin-Walled Struct.,2019

2. Prediction of axial load capacity of rectangular concrete-filled steel tube columns using machine learning techniques;Le;Eng. Comput.,2021

3. Optimal allocation of material and slenderness limits for the rectangular concrete-filled columns;Saleh;J. Constr. Steel Res,2022

4. Strength behavior of circular concrete-filled steel tube stub columns under axial compression: a review;Wang;Constr. Build. Mater.,2022

5. Size effect in circular concrete-filled steel tubes with different diameter-to-thickness ratios under axial compression;Wang;Eng. Struct.,2017

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