000005047 001__ 5047
000005047 005__ 20141120140006.0
000005047 04107 $$aeng
000005047 046__ $$k2008-06-25
000005047 100__ $$aKazantzi, Athanasia K.
000005047 24500 $$aSEISMIC RELIABILITY OF AN EC8-DESIGNED STEEL MOMENT RESISTING FRAME

000005047 24630 $$n4.$$pProceedings of the 4th International ASRANet Colloquium
000005047 260__ $$bASRANet Ltd., 2008
000005047 506__ $$arestricted
000005047 520__ $$2eng$$aSo far, the majority of the work carried out on the reliability of steel Moment Resisting Frames (MRFs) has focused on buildings typical of US design and construction practice, which are, in principle, different from their European counterparts. Thus, this study presents the results of a full probabilistic assessment performed on an EC8-designed, 5-storey steel MRF. In order to obtain fragility curves, the random structural responses were evaluated through a large number of non-linear time history analyses using an ensemble of European ground records. The limit state functions necessary to define fragility were expressed in terms of the previously mentioned structural responses as well as the probabilisticallydefined FEMA 356 performance levels. Using these fragilities, annual failure probabilities were obtained for the city of Reggio Calabria in Italy. The aforementioned fragilities were then compared against those obtained from an equivalent SDOF oscillator coupled with a closed-form lognormal approximation.

000005047 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000005047 653__ $$a

000005047 7112_ $$a4th International ASRANet Colloquium$$cAthens (GR)$$d2008-06-25 / 2008-06-27$$gASRANet4
000005047 720__ $$aKazantzi, Athanasia K.$$iRighiniotis, Timothy D.
000005047 8560_ $$ffischerc@itam.cas.cz
000005047 8564_ $$s301689$$uhttps://invenio.itam.cas.cz/record/5047/files/104_Kazantzi,_Athanasia.pdf$$yOriginal version of the author's contribution as presented on CD, paper No. 104.
000005047 962__ $$r4967
000005047 980__ $$aPAPER