Dynamic Calculation OF A Multi-Storey Building Under Longitudinal-Shear Vibrations
M. K. (M) UsarovInstitute of Mechanics and Seismic Stability of Structures , Tashkent , 100125 , UzbekistanS. I. (Sh) AskarhodjaevInstitute of Mechanics and Seismic Stability of Structures , Tashkent , 100125 , UzbekistanD. K. (D) ShamsievInstitute of Mechanics and Seismic Stability of Structures , Tashkent , 100125 , UzbekistanF. A. (F) UsanovInstitute of Mechanics and Seismic Stability of Structures , Tashkent , 100125 , Uzbekistan
ABI
Abstract
Within the framework of the bimoment theory of thick plates, a spatial dynamic continuum model of multi-storey buildings under longitudinal seismic impact is proposed. Formulas are proposed for determining the reduced moduli of elasticity and density. The natural frequency, displacement and stress values of a multi-story building were calculated.
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