000012576 001__ 12576
000012576 005__ 20160920162630.0
000012576 04107 $$aeng
000012576 046__ $$k2016-09-05
000012576 100__ $$aKahya, V.
000012576 24500 $$aSeries multiple tuned mass dampers for vibration control of high-speed railway bridges

000012576 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012576 260__ $$bTaylor and Francis Group, London, UK
000012576 506__ $$arestricted
000012576 520__ $$2eng$$aThis paper presents Series Multiple Tuned Mass Dampers (STMDs) in vibration control of railway bridges under the passage of high-speed trains. In solution, the bridge is assumed as a Bernoulli-Euler beam, and the train is simulated as a series of moving forces with constant speed. A classic single TMD, and parallel Multiple TMD (MTMD) devices are also considered for the purpose of comparison. It is assumed that total absorber mass is the same for the devices considered. Optimum absorber parameters are obtained for the criterion based on the minimization of the maximum dynamic displacements of the beam at its midpoint. Control effectiveness and robustness of STMDs are discussed in comparison with other types of absorbers considered.

000012576 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012576 653__ $$a

000012576 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012576 720__ $$aKahya, V.$$iAraz, O.
000012576 8560_ $$ffischerc@itam.cas.cz
000012576 8564_ $$s773462$$uhttps://invenio.itam.cas.cz/record/12576/files/024.pdf$$yOriginal version of the author's contribution as presented on CD, 024.pdf.
000012576 962__ $$r12552
000012576 980__ $$aPAPER