000013402 001__ 13402
000013402 005__ 20161114164233.0
000013402 04107 $$aeng
000013402 046__ $$k2011-05-25
000013402 100__ $$aLewandowski, R.
000013402 24500 $$aDynamic Characteristics of Structures with Viscoelastic Dampers Modeled by Means of Generalized Rheological Models

000013402 24630 $$n3.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000013402 260__ $$bNational Technical University of Athens, 2011
000013402 506__ $$arestricted
000013402 520__ $$2eng$$aFrame structures with viscoelastic (VE) dampers mounted on them are considered in this paper. Generalized rheological models are used to model the VE dampers. The finite element method is used to derive the equations of motion of a structure with dampers and such equations are written in terms of both physical and state-space variables. A solution to motion equations in the frequency domain is provided and the dynamic properties of the structure with VE dampers are determined as a solution to the appropriately defined eigenvalue problem. The dynamic characteristics of a relatively large structure with VE are determined and discussed.

000013402 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000013402 653__ $$aDynamics of Frames, VE Dampers, Rheological Models, Dynamic Characteristics.

000013402 7112_ $$aCOMPDYN 2011 - 3rd International Thematic Conference$$cIsland of Corfu (GR)$$d2011-05-25 / 2011-05-28$$gCOMPDYN2011
000013402 720__ $$aLewandowski, R.$$iBartkowiak, A.
000013402 8560_ $$ffischerc@itam.cas.cz
000013402 8564_ $$s353395$$uhttps://invenio.itam.cas.cz/record/13402/files/056.pdf$$yOriginal version of the author's contribution as presented on CD, section: MS 08 Control of Vibrations in Civil Engineering by Passive Active and Semi-Active Devices.
000013402 962__ $$r13401
000013402 980__ $$aPAPER