Tests on cyclic performance of FRP–concrete–steel double-skin tubular columns-Reference-Cited by-同舟云学术

Tests on cyclic performance of FRP–concrete–steel double-skin tubular columns

Published:2010-06 Issue:6 Volume:48 Page:430-439
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Han Lin-Hai,Tao Zhong,Liao Fei-Yu,Xu Yi

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference12 articles.

1. FRP-strengthened RC structures;Teng,2002

2. Compressive and flexural behaviour of CFRP repaired concrete-filled steel tubes after exposure to fire;Tao;Journal of Constructional Steel Research,2007

3. Hybrid FRP–concrete–steel tubular columns: concept and behavior;Teng;Construction and Building Materials,2007

4. Teng JG, Yu T, Wong YL. Hybrid FRP–concrete–steel double-skin tubular columns: stub column tests. In: The second international conference on steel & composite structures, Seoul, Korea, 2004. p. 1390–400.

5. Flexural behavior of hybrid FRP–concrete–steel double-skin tubular members;Yu;Journal of Composites for Construction ASCE,2006

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