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Please use this identifier to cite or link to this item: http://cris.utm.md/handle/5014/2164
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dc.contributor.authorTARANENCO, Anatolieen_US
dc.contributor.authorTIBICHI, Vioricaen_US
dc.contributor.authorJELAMSCHI, Eugeniuen_US
dc.date.accessioned2023-12-06T12:02:15Z-
dc.date.available2023-12-06T12:02:15Z-
dc.date.issued2022-
dc.identifier.citationTARANENCO, A., ȚIBICHI, V., Jelamschi, E. Optimization of the resistance structure depending on the elevation regime of the buildings in the seismic areas. In: Journal of Engineering Science, ISSN 2587-3474 / E-ISSN 2587-3482en_US
dc.identifier.issn2587-3474-
dc.identifier.issn2587-3482-
dc.identifier.urihttp://cris.utm.md/handle/5014/2164-
dc.description.abstractThe design of a building requires ensuring the safety of its operation and compliance with optimal economic conditions. Obtaining the optimal structural solution involves the rational combination of these two aspects. In this paper, the authors analyze the influence of the number of floors of construction on the optimization of the structural stability of the buildings. Of the two types of structures examined, the structure made of confined masonry is more economically optimal by 15% than that of framework structures with diaphragms for constructions of any number of floors. The dynamic behavior of structures facilitates the framework structure with diaphragms for constructions with several floors, greater than 10.en_US
dc.language.isoenen_US
dc.relation.ispartofJournal of Engineering Scienceen_US
dc.subjectstructural stabilityen_US
dc.subjectconfined masonryen_US
dc.subjectframesen_US
dc.subjectdiaphragmsen_US
dc.subjectfloorsen_US
dc.titleOptimization of the resistance structure depending on the elevation regime of the buildings in the seismic areasen_US
dc.typeArticleen_US
item.grantfulltextopen-
item.languageiso639-1other-
item.fulltextWith Fulltext-
crisitem.author.deptDepartment of Civil Engineering and Geodesy-
crisitem.author.parentorgFaculty of Constructions, Geodesy and Cadastre-
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