Characterization of Bearings Nonlinearities Influences on Viaducts Dynamic Responses

dc.contributor.author	Năstac, Silviu
dc.contributor.author	Leopa, Adrian
dc.date.accessioned	2017-10-13T10:33:23Z
dc.date.available	2017-10-13T10:33:23Z
dc.date.issued	2012
dc.identifier.issn	1224-5615
dc.identifier.uri	http://10.11.10.50/xmlui/handle/123456789/4491
dc.description	The Annals of ''Dunarea de Jos'' University of Galati : Fascicle XIV : MECHANICAL ENGINEERING, ISSN 1224 - 5615	ro_RO
dc.description.abstract	In view of viaducts designing and safety exploitation it is necessary to evaluate both theoretically, and instrumentally the dynamic behaviour for impulsive external actions. In this study the dynamic response for a singular bridge section was analyzed. There were considered only two degrees of freedom and the impulsive perturbations derived from the serviceable instrumental tests performed for this kind of construction objective at its commissioning.	ro_RO
dc.language.iso	en	ro_RO
dc.publisher	Universitatea "Dunărea de Jos" din Galați	ro_RO
dc.subject	viaduct	ro_RO
dc.subject	nonlinear vibration	ro_RO
dc.subject	bearings	ro_RO
dc.subject	vibration	ro_RO
dc.subject	dynamic response	ro_RO
dc.title	Characterization of Bearings Nonlinearities Influences on Viaducts Dynamic Responses	ro_RO
dc.type	Article	ro_RO