Please use this identifier to cite or link to this item: http://cris.utm.md/handle/5014/2164
Title: Optimization of the resistance structure depending on the elevation regime of the buildings in the seismic areas
Authors: TARANENCO, Anatolie 
TIBICHI, Viorica 
JELAMSCHI, Eugeniu 
Keywords: structural stability;confined masonry;frames;diaphragms;floors
Issue Date: 2022
Source: TARANENCO, A., ČšIBICHI, 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 2587-3482
Journal: Journal of Engineering Science 
Abstract: 
The 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.
URI: http://cris.utm.md/handle/5014/2164
ISSN: 2587-3474
2587-3482
Appears in Collections:Journal Articles

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