Analysis of circular concrete-filled double skin tubular slender columns with external stainless steel tubes

Author:

Hassanein M.F.,Kharoob O.F.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference38 articles.

1. Johansson M. Composite action and confinement effects in tubular steel–concrete columns [Ph.D. thesis]. Goteborg, Sweden: Chalmers University of Technology; 2002

2. Axial strength of circular concrete-filled steel tube columns—DOE approach;Chitawadagi;J Constr Steel Res,2010

3. Eurocode 4. Design of composite steel and concrete structures—Part 1.1: general rules and rules for buildings. London: British Standard Institution, ENV 1994-1-1; 2004.

4. AISC. Load and resistance factor design specification, for structural steel buildings. Chicago: American Institute of Steel Construction; 2010.

5. Improving interface bonding of double-skinned CFST columns;Dong;Proc Inst Civ Eng—Mag Concr Res,2013

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