抄録
This study aims at developing a kind of high performance shear panel dampers (SPDs) with maximum shear deformation of 12% and cumulative inelastic deformation of 280%. In this study, stiffened SPDs are analyzed using ABAQUS program together with the modified two surface model developed at Nagoya University for structural steels. The validity of the analytical model is verified by comparing with previous experimental results. Based on both experimental and analytical results, a hysteretic model with good accuracy is newly developed for such high performance SPDs.
