Computational Models of Dynamic Load Sources for Modeling of Construction Structures Operation Used in Monitoring of Technical Condition of Buildings and Structures
This research aims to develop principles for assessing the impact of mega-cyclic vibrodynamic loads on the reliability of construction structures. The relevance of the reasons for the development and improvement of algorithms for numerical modeling of multicycle dynamic loads on building structures...
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| Format: | Article |
| Language: | English |
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MDPI AG
2024-10-01
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| Series: | Buildings |
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| Online Access: | https://www.mdpi.com/2075-5309/14/10/3193 |
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| author | Zhanna Gennadievna Mogilyuk Alexander Alexandrovich Tereshin German Valerievich Alekseev |
| author_facet | Zhanna Gennadievna Mogilyuk Alexander Alexandrovich Tereshin German Valerievich Alekseev |
| author_sort | Zhanna Gennadievna Mogilyuk |
| collection | DOAJ |
| description | This research aims to develop principles for assessing the impact of mega-cyclic vibrodynamic loads on the reliability of construction structures. The relevance of the reasons for the development and improvement of algorithms for numerical modeling of multicycle dynamic loads on building structures is due to the steadily increasing intensity of such loads on buildings and structures in megacities, as well as the acute practical problem of significant differences in the dynamic characteristics of buildings and structures obtained as a result of mathematical modeling and determined by experimental methods. The article presents research materials on computational equivalent models of dynamic load sources for numerical modeling of the behavior of construction structures under their influence, using the method of vibroacoustic analogies. The article examines models of sources of dynamic impact on construction sites. Algorithms and final formulas for computational modeling of the simplest sources of dynamic load are developed using the method of vibroacoustic analogies. The dynamic properties of the simplest dynamic load sources were analyzed. A significant difference between the computational models of real and ideal dynamic load sources. The article presents research and development results intended for calculating the distribution of dynamic loads on elements of construction structures in industrial and civil engineering projects located in areas with high levels of transport vibrodynamic impacts. An important property of the proposed computational equivalent models of sources of dynamic impact on building structures is the possibility of computational verification of critical elements, points, or nodes of load-bearing structures of buildings and structures under dynamic overloads. The position of these critical elements, points, and nodes of load-bearing structures under dynamic loads can differ significantly from their position determined using static and quasistatic computational modeling methods. |
| format | Article |
| id | doaj-art-8828cac739bf4867a6e9bd0e6a0bc5c8 |
| institution | OA Journals |
| issn | 2075-5309 |
| language | English |
| publishDate | 2024-10-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | Buildings |
| spelling | doaj-art-8828cac739bf4867a6e9bd0e6a0bc5c82025-08-20T02:11:02ZengMDPI AGBuildings2075-53092024-10-011410319310.3390/buildings14103193Computational Models of Dynamic Load Sources for Modeling of Construction Structures Operation Used in Monitoring of Technical Condition of Buildings and StructuresZhanna Gennadievna Mogilyuk0Alexander Alexandrovich Tereshin1German Valerievich Alekseev2Institute of Scientific and Technical Support for Construction, National Research Moscow State University of Civil Engineering, 129337 Moscow, RussiaInstitute of Scientific and Technical Support for Construction, National Research Moscow State University of Civil Engineering, 129337 Moscow, RussiaInstitute of Scientific and Technical Support for Construction, National Research Moscow State University of Civil Engineering, 129337 Moscow, RussiaThis research aims to develop principles for assessing the impact of mega-cyclic vibrodynamic loads on the reliability of construction structures. The relevance of the reasons for the development and improvement of algorithms for numerical modeling of multicycle dynamic loads on building structures is due to the steadily increasing intensity of such loads on buildings and structures in megacities, as well as the acute practical problem of significant differences in the dynamic characteristics of buildings and structures obtained as a result of mathematical modeling and determined by experimental methods. The article presents research materials on computational equivalent models of dynamic load sources for numerical modeling of the behavior of construction structures under their influence, using the method of vibroacoustic analogies. The article examines models of sources of dynamic impact on construction sites. Algorithms and final formulas for computational modeling of the simplest sources of dynamic load are developed using the method of vibroacoustic analogies. The dynamic properties of the simplest dynamic load sources were analyzed. A significant difference between the computational models of real and ideal dynamic load sources. The article presents research and development results intended for calculating the distribution of dynamic loads on elements of construction structures in industrial and civil engineering projects located in areas with high levels of transport vibrodynamic impacts. An important property of the proposed computational equivalent models of sources of dynamic impact on building structures is the possibility of computational verification of critical elements, points, or nodes of load-bearing structures of buildings and structures under dynamic overloads. The position of these critical elements, points, and nodes of load-bearing structures under dynamic loads can differ significantly from their position determined using static and quasistatic computational modeling methods.https://www.mdpi.com/2075-5309/14/10/3193vibrodynamic loadsequivalent modelsvibroacoustic analogiesdynamic properties of structuresengineering surveysmonitoring of the technical condition |
| spellingShingle | Zhanna Gennadievna Mogilyuk Alexander Alexandrovich Tereshin German Valerievich Alekseev Computational Models of Dynamic Load Sources for Modeling of Construction Structures Operation Used in Monitoring of Technical Condition of Buildings and Structures Buildings vibrodynamic loads equivalent models vibroacoustic analogies dynamic properties of structures engineering surveys monitoring of the technical condition |
| title | Computational Models of Dynamic Load Sources for Modeling of Construction Structures Operation Used in Monitoring of Technical Condition of Buildings and Structures |
| title_full | Computational Models of Dynamic Load Sources for Modeling of Construction Structures Operation Used in Monitoring of Technical Condition of Buildings and Structures |
| title_fullStr | Computational Models of Dynamic Load Sources for Modeling of Construction Structures Operation Used in Monitoring of Technical Condition of Buildings and Structures |
| title_full_unstemmed | Computational Models of Dynamic Load Sources for Modeling of Construction Structures Operation Used in Monitoring of Technical Condition of Buildings and Structures |
| title_short | Computational Models of Dynamic Load Sources for Modeling of Construction Structures Operation Used in Monitoring of Technical Condition of Buildings and Structures |
| title_sort | computational models of dynamic load sources for modeling of construction structures operation used in monitoring of technical condition of buildings and structures |
| topic | vibrodynamic loads equivalent models vibroacoustic analogies dynamic properties of structures engineering surveys monitoring of the technical condition |
| url | https://www.mdpi.com/2075-5309/14/10/3193 |
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