000019888 001__ 19888
000019888 005__ 20170118182341.0
000019888 04107 $$aeng
000019888 046__ $$k2017-01-09
000019888 100__ $$aTahmasebi, Ebrahim
000019888 24500 $$aProbabilistic Seismic Damage Analysis of Buildings Using Damage Scenarios

000019888 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019888 260__ $$b
000019888 506__ $$arestricted
000019888 520__ $$2eng$$aIn this paper the seismic damage analysis of a building at the system level, subsystem level, and component level is organized into a damage scenario tree. Damage scenarios involving building collapse, building demolition and reconstruction, and component damage are defined. Damage scenario tree analysis provides a rigorous framework for calculating the fragilities for various damage scenarios. Probabilities of different damage scenarios are evaluated for treating earthquake ground motion variability. Engineering demand parameter (EDP)-based and hazard intensity measure (IM)-based methods are used for quantifying the probability of damage scenarios. Variability in structural response due to variation of ground motion records are included on a record-by-record basis. Applications to a 9-story special concentrically braced frame office building are shown. Damage scenario fragilities are developed using damage scenario tree analysis procedure. .Keywords: damage scenario; collapse; demolition; probabilistic damage analysis

000019888 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019888 653__ $$a

000019888 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019888 720__ $$aTahmasebi, Ebrahim$$iSause, Richard$$iRicles, James
000019888 8560_ $$ffischerc@itam.cas.cz
000019888 8564_ $$s837972$$uhttps://invenio.itam.cas.cz/record/19888/files/4610.pdf$$yOriginal version of the author's contribution as presented on USB, paper 4610.
000019888 962__ $$r16048
000019888 980__ $$aPAPER