Estimation of seismic resistance of multi-story buildings in the framework of the bimoment theory using the plate model
Makhamatali UsarovInstitute of Mechanics and Seismic Stability of Structures of the Academy of Sciences of the Republic of Uzbekistan, 100125 Tashkent, UzbekistanDavronbek UsarovInstitute of Mechanics and Seismic Stability of Structures of the Academy of Sciences of the Republic of Uzbekistan, 100125 Tashkent, UzbekistanGulom IsaevInstitute of Mechanics and Seismic Stability of Structures of the Academy of Sciences of the Republic of Uzbekistan, 100125 Tashkent, UzbekistanMakhsut KurbanbaevInstitute of Mechanics and Seismic Stability of Structures of the Academy of Sciences of the Republic of Uzbekistan, 100125 Tashkent, UzbekistanBakhtiyor YuldoshevNational Research University - Tashkent Institute of Irrigation and Agricultural Mechanization Engineers, 100000 Tashkent, Uzbekistan
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Аннотация
This article is devoted to the development of a continual layered plate model of a multi-story building to dynamically assess the seismic resistance of multi-story buildings in a spatial statement. Seismic vibrations of a building are modeled as a motion of a thick anisotropic cantilevered plate, the deformation of which is described on the basis of the bimoment theory of thick plates.
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Показатели — AkademScholar · Скоро