Abstract
CES structures composed of steel and fiber reinforced concrete have been continuously studied by the authors. Since CES structural system is a new composite structural system, it is expected to design by the Calculation of Response and Limit Strength with nonlinear static analysis or the nonlinear time history response analysis. In this study, A nonlinear static analysis for CES shear walls with different anchorage condition for the CES frame and wall panel was conducted to verify the validity of the analytical modeling. The analytical results for the shear force versus drift angle relationships and the deformation components showed good agreement with the experimental results. It was also indicated through the analysis that the different anchorage method of longitudinal wall reinforcing bars affects little on the hysteresis characteristics of CES shear walls.
