000022029 001__ 22029
000022029 005__ 20170622131319.0
000022029 04107 $$aeng
000022029 046__ $$k2017-06-15
000022029 100__ $$aCastiglioni, Carlo A.
000022029 24500 $$aA PROCEDURE FOR THE ASSESSMENT OF THE BEHAVIOUR FACTOR FOR STEEL MRF SYSTEMS BASED ON PUSHOVER ANALYSIS

000022029 24630 $$n6.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000022029 260__ $$bNational Technical University of Athens, 2017
000022029 506__ $$arestricted
000022029 520__ $$2eng$$aTo calculate the behaviour factor by means of a re-analysis of a pushover curve, each modern seismic code defines the reference parameters in a different way which results in a wide variety of possible choices to select them. In order to overcome this kind of problem, this paper discusses some possible definitions of the reference overstrength and ductility parameters which can be used for all types of structures. To do so, the influence of different choices of such parameters in the assessment of the behaviour factor will be investigated for three case studies of different composite steel-concrete MRF buildings. Finally, re-analysis of the obtained results is presented and discussed.

000022029 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000022029 653__ $$aBehaviour Factor, Overstrength, Ductility, Pushover Analysis, MRF Systems, Beam Splices, Innovative Dissipative Structures.

000022029 7112_ $$aCOMPDYN 2017 - 6th International Thematic Conference$$cRhodes Island (GR)$$d2017-06-15 / 2017-06-17$$gCOMPDYN2017
000022029 720__ $$aCastiglioni, Carlo A.$$iKanyilmaz, Alper$$iBrambilla, Giovamnni$$iAlavi, Amin
000022029 8560_ $$ffischerc@itam.cas.cz
000022029 8564_ $$s1513713$$uhttps://invenio.itam.cas.cz/record/22029/files/20856.pdf$$yOriginal version of the author's contribution as presented on CD, section: [MS09] WORKSHOP OF THE INNOSEIS PROJECT- Innovative anti-seismic devices for buildings
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000022029 962__ $$r21500
000022029 980__ $$aPAPER