000013143 001__ 13143
000013143 005__ 20161114160329.0
000013143 04107 $$aeng
000013143 046__ $$k2009-06-22
000013143 100__ $$aSaberi, M.
000013143 24500 $$aDesign and installation of tuned mass dampers into a very slender footbridge across aagade in copenhagen

000013143 24630 $$n2.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000013143 260__ $$bNational Technical University of Athens, 2009
000013143 506__ $$arestricted
000013143 520__ $$2eng$$aThis paper presents the results of a dynamic analysis that was conducted in connection with the design of an arched footbridge in Copenhagen, Denmark. After a short introduction of the general bridge geometry the main focus is on the dynamic behaviour of the bridge. Because of the very slender bridge design installation of TMDs (Tuned Mass Dampers) have been necessary in order to accommodate pedestrian comfort. This paper presents the methods that have been used to analyse the response from pedestrians and the considerations made in connection with the design of the TMDs. Finally, results from on sites measurements are presented.

000013143 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000013143 653__ $$aArched Footbridge, Structural Dynamics, Tuned Mass Dampers, On-site Measurements.

000013143 7112_ $$aCOMPDYN 2009 - 2nd International Thematic Conference$$cIsland of Rhodes (GR)$$d2009-06-22 / 2009-06-24$$gCOMPDYN2009
000013143 720__ $$aSaberi, M.$$iVon Scholten, C.
000013143 8560_ $$ffischerc@itam.cas.cz
000013143 8564_ $$s2855745$$uhttps://invenio.itam.cas.cz/record/13143/files/CD193.pdf$$yOriginal version of the author's contribution as presented on CD, section: Seismic isolation - ii.
000013143 962__ $$r13074
000013143 980__ $$aPAPER