New cross-sectional slenderness limits for stiffened rectangular concrete-filled steel tubes

Author:

Zhou Zheng,Denavit Mark D.,Zhou Xuhong

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference44 articles.

1. Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members;Han;J Constr Steel Res,2014

2. Ultimate strength and ductility of state-of-the-art concrete-filled steel bridge piers in Japan;Kitada;Eng Struct,1998

3. Axial load behavior of square CFT stub column with binding bars;Cai;J Constr Steel Res,2006

4. Axial load behavior of stiffened concrete-filled steel columns;Huang;J Struct Eng,2002

5. Research on Concrete-Filled Rectangular Steel Tube Stiffeners and Axial Compression Bearing Capacity;Cheng;AMR,2014

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