抄録
This study aims to evaluate damage of single story structural models with one-axis eccentricity subjected to strong earthquake ground motions in the x-and y-directions, simultaneously. The strength capacity and design shear forces of single story structures with eccentricity are examined by considering the corresponding strength capacity ratio, '^eR-value'. Various types of single story models with one axis eccentricity are computed by a linear and nonlinear dynamic response analysis. In addition, nonlinear response of the damage side edge perimeter is also predicted by the linear response of single story models with one axis eccentricity using '^eR-value'.
