Experimental and analytical studies on CFRP strengthened circular thin-walled CFST stub columns under eccentric compression-Reference-Cited by-同舟云学术

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Experimental and analytical studies on CFRP strengthened circular thin-walled CFST stub columns under eccentric compression

Published:2018-06 Issue: Volume:127 Page:102-119
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Wang Jingfeng,Shen Qihan,Wang Fengqin,Wang Wei

Funder

National Natural Science Foundation of China

New Century Excellent Talents in University

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference36 articles.

1. Axial compressive behavior of concrete-filled double-tube stub columns with stiffeners;Wang;Thin-Walled Struct.,2017

2. Circular concrete filled steel tubular (CFST) columns under cyclic load and acid rain attack: test simulation;Yuan;Thin-Walled Struct.,2018

3. Finite element analysis of large diameter high strength octagonal CFST short columns;Hassanein;Thin-Walled Struct.,2018

4. Flexural behavior of circular concrete filled steel tubes (CFST) under sustained load and chloride corrosion;Hou;Thin-Walled Struct.,2016

5. Flexural performance of rectangular CFST members;Wang;Thin-Walled Struct.,2014

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