抄録
We have already proposed generic shear multi-mass models (S models) for vibration analysis models of the super high-rise RC buildings. In this study, the bending deformation component of the vibration analysis models are analyzed and then we propose the generic bending shear multi-mass models (BS models). Natural periods and modal shapes of higher modes of the BS models are consistent with those of the moment-resisting frame models. Proposed generic BS models are validated by the nonlinear earthquake response analysis for pulse type input wave with short period, where the higher modes are stimulated.
