Dynamical Response Analysis of a System with one Degree of Freedom Stresses by the Different Pulse Excitation Functions

dc.contributor.author	Leopa, Adrian
dc.contributor.author	Năstac, Silviu
dc.date.accessioned	2017-12-15T11:03:43Z
dc.date.available	2017-12-15T11:03:43Z
dc.date.issued	2010
dc.identifier.issn	1224-5615
dc.identifier.uri	http://10.11.10.50/xmlui/handle/123456789/4987
dc.description	The Annals of ''Dunarea de Jos'' University of Galati Fascicle XIV MECHANICAL ENGINEERING ISSN 1224 - 5615	ro_RO
dc.description.abstract	Viscoelastic systems embedded in structures such as bridges are subject to various dynamic loading from traffic. A dynamic study of these structures requires more accurate definition of disturbance function parameters: shape, duration and amplitude. This paper is a theoretical study that analyzes the dynamic response of a system with one degree of freedom with a viscoelastic element embedded (Kelvin rheological model) loaded by various functions of the excitation pulse. In this way it is highlighted the importance of the excitation function shape, in physical and mathematical modeling of technological systems.	ro_RO
dc.language.iso	en	ro_RO
dc.publisher	Univeritatea "Dunărea de Jos" din Galați	ro_RO
dc.subject	viscoelastic	ro_RO
dc.subject	rheological	ro_RO
dc.subject	dynamic	ro_RO
dc.subject	vibration	ro_RO
dc.title	Dynamical Response Analysis of a System with one Degree of Freedom Stresses by the Different Pulse Excitation Functions	ro_RO
dc.type	Article	ro_RO