Experimental study and numerical analysis on the dynamic response of steel tube confined concrete with a circular hollow section (STCC-CHS) under transverse impact loading-Reference-Cited by-同舟云学术

Experimental study and numerical analysis on the dynamic response of steel tube confined concrete with a circular hollow section (STCC-CHS) under transverse impact loading

Published:2023-11 Issue: Volume:192 Page:111159
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Zhao Di,Zhang Jigang,Liu Feifei,Ma Zhehao,Zhao Guoliang,Gu Chi,Zhang Weicheng,Song Hanyu

Funder

National Natural Science Foundation of China

Natural Science Foundation of Shandong Province

National Natural Science Foundation of China-Shandong Joint Fund

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference46 articles.

1. Sustaining load capacity of plain concrete stub columns confifined by circular steel tubes;Sakino,1985

2. Experimental study on design method to prevent shear failure of reinforced concrete short circular columns by confining in steel tube;Xiao;J. Trans. Jpn. Concrete Inst.,1986

3. Axialloading behavior of circular tubed-steel-reinforced-concrete stub columns with high diamater-to-thickness ratio;Zhou;J. Build. Struct.,2015

4. Long-term Behavior of Axially Loaded Circular Tubed Reinforced Concrete Stub Columns;Qu,2019

5. Confinement-based direct design of circular steel tube confined concrete (STCC) short columns;Hassanein;J. Constr. Steel Res.,2023

Cited by 2 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. Review on the protective technologies of bridge against vessel collision;Thin-Walled Structures;2024-08

2. Experimental and theoretical investigation on the impact dynamic response of CFDST-K joints under different structure-related parameters;Engineering Science and Technology, an International Journal;2024-05