Seismic Testing and Finite Element Analysis of Shear Wall with CFST Columns and Concealed Trusses

YANG Ya-bin;CAO Wan-lin

Journal of Vibration and Shock ›› 2014, Vol. 33 ›› Issue (11) : 107-113.

PDF(2892 KB)
PDF(2892 KB)
Journal of Vibration and Shock ›› 2014, Vol. 33 ›› Issue (11) : 107-113.
论文

Seismic Testing and Finite Element Analysis of Shear Wall with CFST Columns and Concealed Trusses

  • YANG Ya-bin1, CAO Wan-lin2
Author information +
History +

Abstract

Shear wall with CFST columns and concealed trusses is a new kind of shear wall. In order to research its seismic performance and seismic mechanism, experiments were studied on three 1/5 scale high shear wall models. Based on the experimental research, load-carrying capacity, ductility, stiffness and its attenuation, hysteretic property, energy dissipation and failure phenomena of each model were analyzed. The finite element analysis was done through ABAQUS. The research show that shear wall with CFST columns and concealed trusses has good seismic yielding mechanism, and the seismic performance are obviously increased compare to normal RC shear wall.

Key words

CFST / trusses / shear wall / seismic performance / finite element analysis

Cite this article

Download Citations
YANG Ya-bin;CAO Wan-lin. Seismic Testing and Finite Element Analysis of Shear Wall with CFST Columns and Concealed Trusses[J]. Journal of Vibration and Shock, 2014, 33(11): 107-113
PDF(2892 KB)

Accesses

Citation

Detail

Sections
Recommended

/