000013467 001__ 13467
000013467 005__ 20161114165555.0
000013467 04107 $$aeng
000013467 046__ $$k2011-05-25
000013467 100__ $$aDaniel, Y.
000013467 24500 $$aSeismic Design Methodology for Control of 3D Buildings by Means of Multiple Tuned-Mass-Dampers

000013467 24630 $$n3.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000013467 260__ $$bNational Technical University of Athens, 2011
000013467 506__ $$arestricted
000013467 520__ $$2eng$$aThis paper presents a methodology for the optimal design of multiple Tuned Mass Dampers (TMDs) in 3D irregular buildings. The objective function minimizes the total mass of all added TMDs. Constraints are added to limit the total accelerations experienced at the edges of the floors in the direction parallel to each edge. The formulation of the design methodology relies on optimality criteria conjectured herein, hence, a two stage iterative analysis/redesign procedure that is based on analysis tools only is resulted. This allows the application of the methodology in a practical design process.

000013467 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000013467 653__ $$aSeismic Control, Tuned-Mass-Dampers, Dynamic Vibration Absorbers, FullyStressed Design, Multiple Mode Vibration.

000013467 7112_ $$aCOMPDYN 2011 - 3rd International Thematic Conference$$cIsland of Corfu (GR)$$d2011-05-25 / 2011-05-28$$gCOMPDYN2011
000013467 720__ $$aDaniel, Y.$$iLavan, O.
000013467 8560_ $$ffischerc@itam.cas.cz
000013467 8564_ $$s695764$$uhttps://invenio.itam.cas.cz/record/13467/files/147.pdf$$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.
000013467 962__ $$r13401
000013467 980__ $$aPAPER