000015706 001__ 15706
000015706 005__ 20161115135327.0
000015706 04107 $$aeng
000015706 046__ $$k2013-06-12
000015706 100__ $$aBogdan, T.
000015706 24500 $$aDesign and Performances of Steel-Concrete Hybrid Coupled Shear Walls in Seismic Conditions

000015706 24630 $$n34.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000015706 260__ $$bNational Technical University of Athens, 2013
000015706 506__ $$arestricted
000015706 520__ $$2eng$$aIn this work innovative hybrid coupled shear walls (HCSW) are considered, their design is discussed, their efficiency and limitations evaluated by means of nonlinear static (pushover) analysis. Different numbers of storeys, wall geometries and design assumptions are studied in order to give an overview of situations of interest in European seismic prone areas. Experimental tests have been designed to study the performance of the connection of a seismic link embedded in a concrete shear wall. This study is part of a larger research project named INNO-HYCO (INNOvative HYbrid and COmposite steel-concrete structural solutions for building in seismic area) funded by the European Commission. 1

000015706 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000015706 653__ $$aHybrid coupled shear walls, dissipative links, innovative steel-concrete hybrid structures, steel frames, and seismic analysis.

000015706 7112_ $$aCOMPDYN 2013 - 4th International Thematic Conference$$cIsland of Kos (GR)$$d2013-06-12 / 2013-06-14$$gCOMPDYN2013
000015706 720__ $$aBogdan, T.$$iZona, A.$$iLeoni, G.$$iDall'Asta, A.$$iBraham, C.$$iDegee, H.
000015706 8560_ $$ffischerc@itam.cas.cz
000015706 8564_ $$s853302$$uhttps://invenio.itam.cas.cz/record/15706/files/1295.pdf$$yOriginal version of the author's contribution as presented on CD, section: CD-MS 33 STEEL AND COMPOSITE STEEL REINFORCED CONCRETE STRUCTURES UNDER DYNAMIC AND SEISMIC LOADING
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000015706 962__ $$r15525
000015706 980__ $$aPAPER