Behaviour of concrete filled steel tubular (CFST) stub columns under eccentric partial compression

Author:

Yang You-Fu,Han Lin-Hai

Funder

National Natural Science Foundation of China (NSFC)

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference13 articles.

1. Experiments on rectangular concrete-filled steel tubes loaded on a partially stressed cross-sectional area;Yang;Journal of Constructional Steel Research,2009

2. China Association for Engineering Construction Standardization (CECS). Specification for design and construction of concrete-filled steel tubular structures, CECS 28: 1990. 90, Beijing, China [in Chinese].

3. CIDECT design guide for concrete filled hollow section columns under static and seismic loading;Bergmann,1995

4. European Committee for Standardization (CEN). EN 1994-1-1, Eurocode 4: Design of composite steel and concrete structures—Part 1-1: general rules and rules for buildings. Brussels, Belgium; 2004.

5. Technical specification for concrete-filled steel tubular structures;DB36/J001-2007,2008

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