000013582 001__ 13582
000013582 005__ 20161114165847.0
000013582 04107 $$aeng
000013582 046__ $$k2011-05-25
000013582 100__ $$aKanyilmaz, A.
000013582 24500 $$aNonlinear Dynamic Response of Dissipative Devices for Seismic Resistant Steel Frames: Experimental Behaviour and Numerical Simulation

000013582 24630 $$n3.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000013582 260__ $$bNational Technical University of Athens, 2011
000013582 506__ $$arestricted
000013582 520__ $$2eng$$aThis study presents the preliminary numerical and experimental results of the project Fuseis carried out with the financial grant of the Research Programme of the Research Fund for Coal and Steel of the European Union (RFSR-CT-2008-00032) ), initiated in July 2008 and supposed to end in July 2011, which aims at developing two innovative types of seismic resistant steel frames with dissipative fuses. The numerical model is developed using the commercial software package Perform 3D Nonlinear Analysis and Performance Assessment for 3D Structures by CS&I. The analyses are carried out using inelastic fiber sections for the fuse elements and the composite slab, and elastic steel column elements for the columns.

000013582 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000013582 653__ $$aDissipative Devices, Steel Structures, Earthquake Resistant Design

000013582 7112_ $$aCOMPDYN 2011 - 3rd International Thematic Conference$$cIsland of Corfu (GR)$$d2011-05-25 / 2011-05-28$$gCOMPDYN2011
000013582 720__ $$aKanyilmaz, A.$$iCastiglioni C., A.$$iDrei, A.$$iVayas, I.$$iCalado, L.$$iRauert, T.
000013582 8560_ $$ffischerc@itam.cas.cz
000013582 8564_ $$s1173873$$uhttp://invenio.itam.cas.cz/record/13582/files/320.pdf$$yOriginal version of the author's contribution as presented on CD, section: MS 27 Steel Structures Under Dynamic and Seismic Loading.
000013582 962__ $$r13401
000013582 980__ $$aPAPER