000021862 001__ 21862
000021862 005__ 20170622131308.0
000021862 04107 $$aeng
000021862 046__ $$k2017-06-15
000021862 100__ $$aBasagiannis, Christos
000021862 24500 $$aAPPLICATION OF ELASTOMERIC DAMPERS TO STEEL MOMENT RESISTING FRAMES

000021862 24630 $$n6.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000021862 260__ $$bNational Technical University of Athens, 2017
000021862 506__ $$arestricted
000021862 520__ $$2eng$$aIn this paper the hysteretic behaviour of elastomeric dampers and their effect on steel moment resisting frames was evaluated. A new constitutive model was proposed, based on the Generalized Maxwell Model (GMM), which was able to capture the characteristics of the dampers under dynamic loading in a range of frequencies and amplitudes. This model was incorporated into the Finite Element (FE) Software OpenSees [1], and was used to validate the dampers behaviour. A simple steel moment resisting frame was modelled, and analytically tested under under strong ground motions, scaled according to Eurocode 8 [2] response spectrum. Both analytical and experimental results show the efficiency and the effectiveness of the elastomeric dampers with regard to structural response.

000021862 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000021862 653__ $$aElastomeric, Dampers, Passive Energy Dissipation Devices

000021862 7112_ $$aCOMPDYN 2017 - 6th International Thematic Conference$$cRhodes Island (GR)$$d2017-06-15 / 2017-06-17$$gCOMPDYN2017
000021862 720__ $$aBasagiannis, Christos$$iWilliams, Martin
000021862 8560_ $$ffischerc@itam.cas.cz
000021862 8564_ $$s929312$$uhttps://invenio.itam.cas.cz/record/21862/files/18169.pdf$$yOriginal version of the author's contribution as presented on CD, section: [RS33] Steel Structures
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000021862 962__ $$r21500
000021862 980__ $$aPAPER