CORRIGENDA: STATISTICAL ANALYSIS OF BENDING DEFORMATION COMPONENTS OF VIBRATION ANALYSIS MODELS AND CONSTRUCTION OF GENERIC BENDING SHEAR MULTI-MASS MODELS FOR SUPER HIGH-RISE RC BUILDINGS

(Masakazu MURATA, Masayuki NAGANO, Yutaka HINOURA, Takashi KITAHORI, Takehiko TANUMA, and Satoshi ODA, AIJ J. Technol. Des., Vol. 25, No. 59, 91-96, Feb., 2019)

Abstract

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.