Author:
Yarashov Javlon,Usarov Makhamatali,Ayubov Gayratjon
Abstract
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.
Reference12 articles.
1. Rashidov T.R., Shamsiev U.S., Musheev R.N., Bovshover A. Z.. Seismodynamics of Spatial Systems (Tashkent, Fan, 1992)
2. Abdurashidov K.S.. Oscillation and Seismic Stability of Industrial Structures (Tashkent, Fan, 1989)
3. Mirsaidov M.M., Sultanov T.Z.. Soil Mechanics and Foundation Engineering, 49 (6) (2013)
4. Mirsaidov M.M., Sultanov T.Z., Rumi D.F.. Magazine of Civil Engineering, 39 (4) (2013)
5. Sultanov T.Z., Khodjaev D.A., Mirsaidov M.M.. Magazine of Civil Engineering, 45 (1) (2014)
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