Structural response of concrete-filled round-ended stub columns subjected to eccentric loads

Author:

Piquer A.,Ibañez C.,Hernández-Figueirido D.

Funder

Generalitat Valenciana

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference24 articles.

1. Concrete-filled tubular members;Zhao,2010

2. Hernández-Figueirido D, Piquer A, Portolés JM, Hospitaler A, Montalvá JM. Optimal economic design of unprotected circular concrete-filled steel tubular at ambient temperature and under fire condition. In: 15th International symposium on tubular structures. Brasil; 2015. p. 175–80.

3. Axially loaded concrete-filled steel tubes;Schneider;J Struct Eng,1998

4. Goode D. Composite columns - 1819 tests on concrete-filled steel tube columns compared with Eurocode 4. The Structural Engineer; 2008;86(16).

5. State of the art report on steel-concrete composite columns;Shanmugam;J Constr Steel Res,2001

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