Quantitative analysis of the ecological and economic balance and the structure of land use in the basin of the Tumannaya River

The design of multi-storey buildings is a natural trend in the development of a modern metropolis. Obtaining exact solutions when studying their own and forced oscillations within the framework of a continuous homogeneous medium model (continuum mechanics) with an infinite number of degrees of freed...

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Main Author: Marina N. Maslova
Format: Article
Language:English
Published: Дальневосточного отделения Российской академии наук, Южно-Сахалинск, Федеральное государственное бюджетное учреждение науки Институт морской геологии и геофизики 2023-09-01
Series:Геосистемы переходных зон
Subjects:
Online Access:http://journal.imgg.ru/web/full/f-e2023-3-7.pdf
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author Marina N. Maslova
author_facet Marina N. Maslova
author_sort Marina N. Maslova
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description The design of multi-storey buildings is a natural trend in the development of a modern metropolis. Obtaining exact solutions when studying their own and forced oscillations within the framework of a continuous homogeneous medium model (continuum mechanics) with an infinite number of degrees of freedom is often difficult to implement. Therefore, in the article (as part of the modernization of the finite element method), the model of a multi-storey building is discretized and endowed with a finite number of degrees of freedom placed in the middle of the finite elements at the nodes (the mass of finite elements is also placed there), which elastically interact with the finite elements of the model that do not have mass. It is believed that the elements of a multistorey building work only for bending, which is fully justified by comparing the frequencies of its bending and longitudinal oscillations. The resolving system of differential equations of oscillations of a multi-storey building, in which expressions for energies (potential, kinetic and Rayleigh) are written in quadratures, is obtained using Lagrange equations of the second kind. In the article, the problems of free oscillations of 3- and 100-storey buildings are solved using Green’s functions, stiffness, mass, compliance matrices, etc. The approximate results obtained in the article, when compared with the little-known approximate results obtained by other methods, as well as exact results (direct and indirect methods of boundary elements), showed a good correspondence.
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publisher Дальневосточного отделения Российской академии наук, Южно-Сахалинск, Федеральное государственное бюджетное учреждение науки Институт морской геологии и геофизики
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spelling doaj.art-53e1c483657f4b42b49d06e0d9d6735b2023-11-18T02:53:15ZengДальневосточного отделения Российской академии наук, Южно-Сахалинск, Федеральное государственное бюджетное учреждение науки Институт морской геологии и геофизикиГеосистемы переходных зон2541-89122713-21612023-09-017316330https://doi.org/10.30730/gtrz.2023.7.3.316-330?Quantitative analysis of the ecological and economic balance and the structure of land use in the basin of the Tumannaya RiverMarina N. Maslova0https://orcid.org/0009-0008-5916-8779Pacific Geographical Institute of the Far Eastern Branch of RAS, Vladivostok, RussiaThe design of multi-storey buildings is a natural trend in the development of a modern metropolis. Obtaining exact solutions when studying their own and forced oscillations within the framework of a continuous homogeneous medium model (continuum mechanics) with an infinite number of degrees of freedom is often difficult to implement. Therefore, in the article (as part of the modernization of the finite element method), the model of a multi-storey building is discretized and endowed with a finite number of degrees of freedom placed in the middle of the finite elements at the nodes (the mass of finite elements is also placed there), which elastically interact with the finite elements of the model that do not have mass. It is believed that the elements of a multistorey building work only for bending, which is fully justified by comparing the frequencies of its bending and longitudinal oscillations. The resolving system of differential equations of oscillations of a multi-storey building, in which expressions for energies (potential, kinetic and Rayleigh) are written in quadratures, is obtained using Lagrange equations of the second kind. In the article, the problems of free oscillations of 3- and 100-storey buildings are solved using Green’s functions, stiffness, mass, compliance matrices, etc. The approximate results obtained in the article, when compared with the little-known approximate results obtained by other methods, as well as exact results (direct and indirect methods of boundary elements), showed a good correspondence.http://journal.imgg.ru/web/full/f-e2023-3-7.pdfoscillation of multi-storey buildingsoscillation frequenciesgreen’s functionstiffness matrixmass matrixcompliance matrix
spellingShingle Marina N. Maslova
Quantitative analysis of the ecological and economic balance and the structure of land use in the basin of the Tumannaya River
Геосистемы переходных зон
oscillation of multi-storey buildings
oscillation frequencies
green’s function
stiffness matrix
mass matrix
compliance matrix
title Quantitative analysis of the ecological and economic balance and the structure of land use in the basin of the Tumannaya River
title_full Quantitative analysis of the ecological and economic balance and the structure of land use in the basin of the Tumannaya River
title_fullStr Quantitative analysis of the ecological and economic balance and the structure of land use in the basin of the Tumannaya River
title_full_unstemmed Quantitative analysis of the ecological and economic balance and the structure of land use in the basin of the Tumannaya River
title_short Quantitative analysis of the ecological and economic balance and the structure of land use in the basin of the Tumannaya River
title_sort quantitative analysis of the ecological and economic balance and the structure of land use in the basin of the tumannaya river
topic oscillation of multi-storey buildings
oscillation frequencies
green’s function
stiffness matrix
mass matrix
compliance matrix
url http://journal.imgg.ru/web/full/f-e2023-3-7.pdf
work_keys_str_mv AT marinanmaslova quantitativeanalysisoftheecologicalandeconomicbalanceandthestructureoflanduseinthebasinofthetumannayariver