Effects of load-related parameters on the response of concrete-filled double-skin steel tube columns subjected to lateral impact

Author:

Aghdamy S.,Thambiratnam D.P.,Dhanasekar M.,Saiedi S.

Publisher

Elsevier BV

Subject

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

Reference35 articles.

1. Performance of new sandwich tube under axial loading: experiment;Wei;J. Struct. Eng.,1995

2. Double skin composite tubular columns subjected to cyclic horizontal force and constant axial force;Yagishita;Compos. Hybrid Struct.,2000

3. Finite Element Analysis of Concrete Filled Double-Skin (CHS Inner and CHS Outer) Steel Tubes under Lateral Impact, Applied Mechanics and Materials;Cao,2014

4. Numerical modeling of concrete-filled double-skin steel square tubular columns under blast loading;Zhang;J. Perform. Constr. Facil.,2015

5. Resistance of steel-concrete sandwich tubes to penetration;Corbett;Int. J. Impact Eng.,1990

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