Performance of partially compressed CFST columns through dissimilarly shaped bearing plates under axial load-Reference-Cited by-同舟云学术

Performance of partially compressed CFST columns through dissimilarly shaped bearing plates under axial load

Published:2017-11 Issue: Volume:120 Page:333-354
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Yang You-Fu,Hou Chao

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. Experiments on rectangular concrete-filled steel tubes loaded axially on a partially stressed cross-sectional area;Yang;J. Constr. Steel Res.,2009

2. Concrete-Filled Tubular Members and Connections;Zhao,2010

3. Eurocode 4: Design of Composite Steel and Concrete Structures, Part 1-1: General Rules and Rules for Buildings;EN 1994-1-1,2004

4. Technical Specification for Concrete-Filled Steel Tubular Structures;DBJ/T13-51,2010

5. R. Bergmann, Load introduction in composite columns filled with high strength concrete, in: Proceedings of the sixth International Symposium on Tubular Structures, Melbourne, Australia, p. 373-380.

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