Experimental study on short rubberized concrete-filled steel tubes under cyclic loading

Author:

Duarte A.P.C.,Silva B.A.,Silvestre N.,de Brito J.,Júlio E.,Castro J.M.

Funder

FCT

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference30 articles.

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

2. Concrete-filled steel tubes subjected to axial compression and lateral cyclic loads;Fam;J Struct Eng,2004

3. CSA. Limit state design of steel structures (CAN/CSA-S16.1-94). Ontario, Canada: Canadian Standard Association; 1994.

4. AISC. Load and resistance factored design. Manual of Steel Construction. Chicago, IL, USA: American Institute of Steel Construction; 1998.

5. AIJ. Design recommendations for composite constructions. Tokyo, Japan: Architectural Institute of Japan; 1985.

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