000018928 001__ 18928
000018928 005__ 20170118182248.0
000018928 04107 $$aeng
000018928 046__ $$k2017-01-09
000018928 100__ $$aHancilar, Ufuk
000018928 24500 $$aDerivation of Fragility Functions for Tall Buildings

000018928 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000018928 260__ $$b
000018928 506__ $$arestricted
000018928 520__ $$2eng$$aStructural fragility functions are derived for a 20-story reinforced concrete moment-resisting frame building as well as for a 50-story reinforced concrete frame-wall building. Both buildings comply with the provisions of Turkish Seismic Code (2007) and Istanbul Earthquake Resistant Design Guidelines for Tall Buildings (2008). Nonlinear dynamic analyses under the selected acceleration records are performed first. Structural response and ground motion intensity correlations are investigated through regression analysis. Fragility functions representing the probability of being equal to or of exceeding specified thresholds defined on maximum inter-story drift ratio and on maximum floor acceleration are constructed for the considered levels of peak ground velocity and Arias intensity respectively.

000018928 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000018928 653__ $$aStructural fragility; tall building; vulnerability; dynamic analysis.

000018928 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000018928 720__ $$aHancilar, Ufuk$$iSafak, Erdal$$iCakti, Eser
000018928 8560_ $$ffischerc@itam.cas.cz
000018928 8564_ $$s2487274$$uhttps://invenio.itam.cas.cz/record/18928/files/2505.pdf$$yOriginal version of the author's contribution as presented on USB, paper 2505.
000018928 962__ $$r16048
000018928 980__ $$aPAPER