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

Author:

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

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference33 articles.

1. A simple composite construction for cylindrical shells subjected to external pressure;Montague;J. Mech. Eng. Sci.,1975

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

3. Finite element analysis of concrete-filled double-skin (CHS inner and CHS outer) steel tubes under lateral impact;Cao;Appl. Mech. Mater. Trans. Tech. Publ.,2014

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

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

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