Experimental study of high strength concrete-filled circular tubular columns under eccentric loading

Author:

Portolés J.M.,Romero M.L.,Bonet J.L.,Filippou F.C.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference23 articles.

1. European Committee of Standardization. EN 1994-1-1:2004 Eurocode 4: design of composite steel and concrete structures Part 1-1: general rules and rules for buildings. 2004.

2. State of the art of concrete-filled steel tubular columns;Shams;ACI Structural Journal,1997

3. State of the art report on steel–concrete composite columns;Shanmugam;Journal of Constructional Steel Research,2001

4. Gourley BC, Tort C, Denavit MD, Schiller PH, Hajjar JF. A synopsis of studies of the monotonic and cyclic behavior of concrete-filled steel tube beam–columns. Report no. UILU-ENG-2008-1802. Newmark structural laboratory report series (ISSN: 1940-9826), Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Urbana (IL); April 2008.

5. Structural behaviour of slender circular steel–concrete composite columns under various means of load application;Johansson;Steel and Composite Structures,2001

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