Modelling and experimental verification on concrete-filled steel tubular columns with L or T section

摘要

Concrete-filled steel tubular columns with L or T sections were analyzed in this paper. According to the confin- ing mechanism, the stress-strain constitutive model was put forward, and calculated results were compared with experi- mental records. After that, the hysteretic rules for the in-filled concrete were constructed, aiming at the analysis on the seis- mic behavior of composite members. The simulation analysis was performed by programming it in Fortran. The models in this paper can be applied in the program of time history analysis on tall buildings with concrete-filled steel tubular columns with L or T sections.