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dc.contributor.authorSavytskyi, Mykola-
dc.contributor.authorDanishevskyy, Vladyslav-
dc.contributor.authorGaidar, Anastasia-
dc.date.accessioned2022-09-28T10:47:41Z-
dc.date.available2022-09-28T10:47:41Z-
dc.date.issued2020-11-
dc.identifier.citationSavytskyi M. Dynamic modelling and optimal design of multi-storey buildings with friction dampers / M. Savytskyi, V. Danishevskyy, A. Gaidar // Інноваційні технології в будівництві, цивільній інженерії та архітектурі : тези XVIІI міжнар. наук.-практ. конф., (26 листопада 2020 р., м. Дніпро). – Дніпро, 2020. – С. 12-14en_US
dc.identifier.urihttp://srd.pgasa.dp.ua:8080/xmlui/handle/123456789/9078-
dc.description.abstractEN: A challenging problem of Civil Engineering is the protection of buildings against dynamic loads and earthquake impacts. The advanced solutions employ lightweight, material saving structures equipped with special damping devices. These devices can be active or passive and their application depends, in general, on the investments for the project. The active devices change their properties depending on the structural response and they are the most expensive ones. On the other hand, passive devices are essentially cheaper and, in many cases, require minimal costs of installation and maintenance. Last decades, passive friction dampers are widely used for the earthquake protection of multi-storey buildings . The friction dampers make use of the effect of solid friction to dissipate the mechanical energy and to reduce the amplitude of the vibration of the structure. The friction is developed between two solid bodies sliding in relation to one another. As usual, pairs of metal, polymer or concrete components can be utilized. Determination of the optimal location of friction dampers inside the building presents a complicated task for the practical design. Purpose of the study. Several studies have been devoted to predicting the best properties and placements of friction dampers (e.g., see papers and references therein). From the mathematical point of view, this is a non-linear optimization problem and, in generally, such problems can be nonconvex. They may be treated by different methods; for a general overview of the subject we refer, for example, to the well-known books . In recent years, the methods of artificial collective intelligence are rapidly developed providing a number of advantages comparing to the classical procedures . In this study, a new approach to determine the optimal location of friction dampers is proposed basing on the method of particle swarm optimization (PSO). The PSO method presents an artificial simulation of the phenomenon of collective intelligence, which is observed in many decentralized biological systems like ant colonies, bee swarms, flocks of birds and even social groups of human individuals.en_US
dc.language.isoenen_US
dc.publisherДВНЗ «Придніпровська державна академія будівництва та архітектури»en_US
dc.subjectmodellingen_US
dc.subjectdampersen_US
dc.titleDynamic modelling and optimal design of multi-storey buildings with friction dampersen_US
dc.typeArticleen_US
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