Behaviour of steel beam to concrete-filled SHS column frames: Finite element model and verifications

Author:

Han Lin-Hai,Wang Wen-Da,Zhao Xiao-Ling

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference32 articles.

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

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

3. Gourley BC, Tort C, Hajjar JF, Schille RA. A synopsis of studies of the monotonic and cyclic behaviour of concrete-filled steel tube beam–columns. Report no. ST1-01-4 (Version 3.0). Department of Civil Engineering, University of Minnesota; 2001

4. Nishiyama I, Morino S, Sakino K, et al. Summary of research on concrete-filled structural steel tube column system carried out under the US–Japan cooperative research program on composite and hybrid structures. BRI research paper no. 147. Japan: Building Research Institute; 2002

5. Void-Filled SHS beams subjected to large deformation cyclic bending;Zhao;Journal of Structural Engineering, ASCE,1999

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