Maqola

Study of longitudinal oscillations of a five-storey building on the basis of plate continuum model

Javlon YarashоvDepartment of Theoretical and Constructional Mechanics, Tashkent Institute of Irrigation and Agricultural Mechanization Engineers, 39 KoriNiyoziy str., Tashkent 100000, UzbekistanMakhamatali UsarovInstitute of Mechanics and Seismic Stability of Structures of the Academy of Sciences of the Republic of Uzbekistan, 31 “Do’rmon yo’li” str., Tashkent 100125, UzbekistanGayratjon T. AyubovInstitute of Mechanics and Seismic Stability of Structures of the Academy of Sciences of the Republic of Uzbekistan, 31 “Do’rmon yo’li” str., Tashkent 100125, Uzbekistan

E3S Web of Conferencesjournal2019en

ABI

Annotatsiya

Continuum plate model in the form of a cantilever anisotropic plate developed in the framework of the bimoment theory of plates describing seismic oscillations of buildings is proposed in this paper as a dynamic model of a building. Formulas for the reduced moduli of elasticity, shear and density of the plate model of a building are given. Longitudinal oscillations of a building are studied using the continuum plate and box-like models of the building with Finite Element Model. Numerical results are obtained in the form of graphs, followed by their analysis.

Mavzular

Structural mechanics and materials Engineering and Agricultural Innovations Material Science and Thermodynamics

Identifikatorlar

DOI: 10.1051/e3sconf/20199704065

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