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dc.contributor.authorLeopa, Adrian
dc.date.accessioned2017-11-27T14:06:19Z
dc.date.available2017-11-27T14:06:19Z
dc.date.issued2011
dc.identifier.issn1224-5615
dc.identifier.urihttp://10.11.10.50/xmlui/handle/123456789/4906
dc.descriptionThe Annals of ''Dunarea de Jos'' University of Galati Fascicle XIV MECHANICAL ENGINEERING, ISSN 1224 - 5615ro_RO
dc.description.abstractBridges and viaducts are vital structures ensuring ways of communication, so they must be protected from dynamic loads from traffic or seismic activity. For this reason are embedded in their structure dynamic isolation systems for damping and isolating the shocks and vibration to which they are subjected. For a correct choice, from the dynamic point of view of viscoelastic type systems and to estimate their optimal lifetime is required thorough knowledge of the dynamic loads to which they are subjected. In this paper will be analyzed from the experimental point of view, the disturbing signals stemming a heavy vehicle from passing at different speeds over an obstacle positioned transversely to the travel position.ro_RO
dc.language.isoenro_RO
dc.publisherUniversitatea "Dunărea de Jos" din Galațiro_RO
dc.subjectviaductro_RO
dc.subjectisolationro_RO
dc.subjectdampingro_RO
dc.subjectdynamicro_RO
dc.titleThe Impulsive Loading Influence on Dynamic Response Parameters of the Viaduct Type Structurero_RO
dc.typeArticlero_RO


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