Strength and ductility of stiffened thin-walled hollow steel structural stub columns filled with concrete

Author:

Tao Zhong,Han Lin-Hai,Wang Dong-Ye

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference18 articles.

1. Han LH, Tao Z. Design codes and methods on concrete-filled steel tubular structures in China. In: Proceedings of the international symposium on worldwide trend and development in codified design of steel structures, Singapore; 2006. p. 46–74.

2. New types of composite columns—experiments, theory and methodology;Tao,2006

3. Uy B. Novel composite steel-concrete systems incorporating high-performance steels: applications, behaviour and design. In: Proceedings of the ninth international symposium on structural engineering for young experts. Fuzhou and Xiamen, China; 2006. p. 11–20.

4. Tomii M, Yoshimaro K, Morishita Y. Experimental studies on concrete filled steel tubular stub column under concentric loading. In: Proceedings of the international colloquium on stability of structures under static and dynamic loads. SSRC/ASCE, Washington; 1977. p. 718–41.

5. Behaviour of thin-walled steel box sections with or without internal restraint;Bridge;J Constr Steel Res,1998

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