Experimental and computational study of concrete filled steel tubular columns under axial loads

Author:

Gupta P.K.,Sarda S.M.,Kumar M.S.

Publisher

Elsevier BV

Subject

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

Reference8 articles.

1. Concrete-filled tubular steel columns under eccentric loading;Neogi;Struct Eng,1969

2. Circular thin-walled tubes with high strength concrete infill. Composite construction in steel and concrete II;O’Shea;Irsee (Germany): ASCE,1996

3. Design of circular thin-walled concrete filled steel tubes;O’Shea;J Struct Engng ASCE,2000

4. Kilpatrick A., Rangan B.V.. Behaviour of high-strength composite columns. In: Composite construction — conventional and innovative. Innsbruck, Austria; 1997. p. 789–94

5. Kilpatrick A., Taylor T.. Application of Eurocode 4 design provisions to high strength composite columns. Composite construction — conventional and innovative. Innsbruck, Austria; 1997. p. 561–6

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