Dynamic analysis of displacement and stress in multi-story structures under transverse vibrations
Makhamatali UsarovInstitute of Mechanics and Seismic Stability of Structures named after M.T. Urazbaev, Uzbekistan Academy of Sciences, Tashkent, UzbekistanDavronbek UsarovInstitute of Mechanics and Seismic Stability of Structures named after M.T. Urazbaev, Uzbekistan Academy of Sciences, Tashkent, UzbekistanFurqat UsanovInstitute of Mechanics and Seismic Stability of Structures named after M.T. Urazbaev, Uzbekistan Academy of Sciences, Tashkent, UzbekistanShukhrat AskarhodjaevInstitute of Mechanics and Seismic Stability of Structures named after M.T. Urazbaev, Uzbekistan Academy of Sciences, Tashkent, UzbekistanJavlon YarashоvNational Research University-Tashkent Institute of Irrigation and Agricultural Mechanization Engineers, Tashkent, Uzbekistan
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The article provides a brief overview of scientific works on modeling the dynamic behavior of buildings and structures worldwide and presents the results of calculations of displacements, accelerations, and stresses obtained in the numerical study of forced vibrations of multi-story buildings subject to external harmonic impacts, corresponding to an earthquake with an intensity of 9 points in the soil conditions of the republic Uzbekistan within the framework of the plate model.
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