000022273 001__ 22273
000022273 005__ 20170622150005.0
000022273 04107 $$aeng
000022273 046__ $$k2015-05-25
000022273 100__ $$aKanyilmaz, Alper
000022273 24500 $$aPERFORMANCE OF MULTI-STOREY COMPOSITE STEEL - CONCRETE FRAMES WITH DISSIPATIVE FUSE DEVICES

000022273 24630 $$n5.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000022273 260__ $$bNational Technical University of Athens, 2015
000022273 506__ $$arestricted
000022273 520__ $$2eng$$aRepair work of conventional steel-concrete composite frames can be very expensive, sometimes impossible due to practical problems. EU-funded research project FUSEIS (RFCS-CT-2008-00032) has introduced two innovative types of seismic resistant steelconcrete composite frame types with dissipative fuses, which are cost-effective and robust alternatives to conventional frame types. In these frames, damage concentrates mainly in the fuses, which are easily and inexpensively replaceable after strong seismic events. In this study, performance of the type-2 fuse device from FUSEIS project have been assessed inside a multilevel 2D steel-concrete composite frame, by means of nonlinear time history analysis. Performance of a benchmark building with and without fuse devices has been compared in terms of damage, floor displacements and drifts.

000022273 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000022273 653__ $$aDissipative devices, replaceable fuses, seismic resilience, composite steelconcrete

000022273 7112_ $$aCOMPDYN 2015 - 5th International Thematic Conference$$cCrete (GR)$$d2015-05-25 / 2015-05-27$$gCOMPDYN2015
000022273 720__ $$aKanyilmaz, Alper$$iCastiglioni, Carlo Andrea
000022273 8560_ $$ffischerc@itam.cas.cz
000022273 8564_ $$s1224078$$uhttps://invenio.itam.cas.cz/record/22273/files/C1931.pdf$$yOriginal version of the author's contribution as presented on CD, section: 
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000022273 962__ $$r22030
000022273 980__ $$aPAPER