Maqola

To the solution of the problem of longitudinal vibrations of multi-storey buildings on the basis of the plate model

Giyosiddin MamatisaevInstitute of Mechanics and Seismic Stability of Structures of the Academy of Sciences of the Republic of Uzbekistan, 100125 Tashkent, UzbekistanDilshod ShamsievInstitute of Mechanics and Seismic Stability of Structures of the Academy of Sciences of the Republic of Uzbekistan, 100125 Tashkent, UzbekistanSh.I. AskarhodjaevInstitute 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, UzbekistanJavlon YarashоvNational Research University - Tashkent Institute of Irrigation and Agricultural Mechanization Engineers, 39 Kori Niyoziy str., 100000 Tashkent, Uzbekistan

E3S Web of Conferencesjournal2023en

ABI

Annotatsiya

The article is devoted to the development of a continual spatial plate model of a multi-story building, developed in the framework of the bimoment theory of thick plates. A technique for dynamic spatial calculation for the seismic resistance of buildings under longitudinal seismic impacts is proposed. Formulas are given for determining the reduced moduli of elasticity. Numerical results of eigenfrequencies and displacements are obtained.

Mavzular

Structural mechanics and materials Engineering and Agricultural Innovations Construction Engineering and Safety

Identifikatorlar

DOI: 10.1051/e3sconf/202340207018

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