000015901 001__ 15901
000015901 005__ 20161115135333.0
000015901 04107 $$aeng
000015901 046__ $$k2013-06-12
000015901 100__ $$aHenriques, J.
000015901 24500 $$aComparisons of a Tall Lattice Wind Tower Response With and Without a Tmd

000015901 24630 $$n34.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000015901 260__ $$bNational Technical University of Athens, 2013
000015901 506__ $$arestricted
000015901 520__ $$2eng$$aThis paper addresses basic concepts regarding the wind effects on a lattice wind tower with 150 m of height and the subsequent wind responses. The methodology presented for simulating series of natural wind is the method of Shinozuka. A simplified method for quantifying the dynamic action on these structures is adopted, with the purpose of studying techniques for vibration control of the along-wind response in terms of displacements and accelerations. It was also accomplished a comparative study of response of lattice wind tower when subjected to natural winds without and with a TMD.

000015901 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000015901 653__ $$aLattice tower, Eurocodes, Wind response, Vibration control, TMD.

000015901 7112_ $$aCOMPDYN 2013 - 4th International Thematic Conference$$cIsland of Kos (GR)$$d2013-06-12 / 2013-06-14$$gCOMPDYN2013
000015901 720__ $$aHenriques, J.$$iBarros, R.
000015901 8560_ $$ffischerc@itam.cas.cz
000015901 8564_ $$s3089698$$uhttp://invenio.itam.cas.cz/record/15901/files/1663.pdf$$yOriginal version of the author's contribution as presented on CD, section: CD-MS 05 CONTROL OF VIBRATIONS IN CIVIL ENGINEERING BY PASSIVE, ACTIVE AND SEMI-ACTIVE DEVICES
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000015901 962__ $$r15525
000015901 980__ $$aPAPER