Experimental and numerical study of blast resistance of square CFDST columns with steel-fibre reinforced concrete-Reference-Cited by-同舟云学术

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Experimental and numerical study of blast resistance of square CFDST columns with steel-fibre reinforced concrete

Published:2017-10 Issue: Volume:149 Page:50-63
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Zhang Fangrui,Wu Chengqing,Zhao Xiao-Ling,Heidarpour Amin,Li Zhongxian

Funder

Australian Research Council

Key Project of Tianjin Municipal Science and Technology Support Program

National Basic Research Programme

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference38 articles.

1. Performance of new sandwich tube under axial loading: experiment;Wei;J Struct Eng,1995

2. CFDST stub columns subjected to large deformation axial loading;Zhao;Eng Struct,2010

3. Analytical behaviour of concrete-filled double skin steel tubular (CFDST) stub columns;Huang;J Constr Steel Res,2010

4. Concrete-filled double skin (SHS outer and CHS inner) steel tubular beam-columns;Han;Thin-Walled Struct,2004

5. Concrete-filled double skin steel tubular (CFDST) beam–columns subjected to cyclic bending;Han;Eng Struct,2006

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