Concrete-filled cold-formed circular steel tubes subjected to variable amplitude cyclic pure bending

Author:

Elchalakani Mohamed,Zhao Xiao-Ling

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference34 articles.

1. Elchalakani M. Cyclic bending behaviour of hollow and concrete-filled cold-formed circular steel members. Ph.D. thesis. Australia: Monash University; 2003

2. Behaviour and strength of circular concrete-filled tube columns;Elremaily;J Constr Steel Res,2002

3. Seismic behaviour and modelling of high strength composite concrete-filled steel tube beam–columns;Varma;J Constr Steel Res,2002

4. Hosaka T., Umehara T., Nakamura S., Nishiumi K.. Design and experiments on a new railway bridge system using concrete filled steel pipes. ASCCS seminar, concrete filled steel tubes: A comparison of international codes and practices Austria (Innsbruck); 1997. p. 367–72

5. Inai E, Noguchi T, Mori O, Fujimoto T. Deformation capacity and hysteresis model of concrete-filled steel tubular columns. Composite and hybrid structures. in: Xiao Y, Mahin SA, editors. Proc. 6th ASCCS conf. Los Angeles (USA); 2000. p. 604–11

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