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dc.contributor.authorȘcheaua, Fănel
dc.date.accessioned2017-10-12T08:14:42Z
dc.date.available2017-10-12T08:14:42Z
dc.date.issued2014
dc.identifier.issn1224-5615
dc.identifier.urihttp://10.11.10.50/xmlui/handle/123456789/4415
dc.descriptionThe Annals of ''Dunarea de Jos'' University of Galati : Fascicle XIV : MECHANICAL ENGINEERIN, ISSN 1224 - 5615ro_RO
dc.description.abstractMany types of isolation systems against ground seismic activities which can be attached to the building structures have experienced an intensive development in recent years. The studies and researches carried out on different experimental models aim to obtain continuous improvements for the isolation systems component parts so they can provide maximum efficiency in operation, and offer an improved behavior for structures to which are mounted during seismic events. This paper shows the working principle of isolation systems with dry friction depending on the main parameters involved and the linear force-displacement diagrams obtained from the case studies using different values of these design parameters.ro_RO
dc.language.isoenro_RO
dc.publisherUniversitatea "Dunărea de Jos" din Galațiro_RO
dc.subjectseismic isolationro_RO
dc.subjectbase isolationro_RO
dc.subjectdry frictionro_RO
dc.titleConsiderations on Functional Parameters of Dry Friction Seismic Isolation Systemsro_RO
dc.typeArticlero_RO


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