000012213 001__ 12213
000012213 005__ 20141205160031.0
000012213 04107 $$aeng
000012213 046__ $$k2008-10-12
000012213 100__ $$aYazgan, Ufuk
000012213 24500 $$aUtilization of Residual Displacements in the Post-Earthquake Assessment

000012213 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012213 260__ $$b
000012213 506__ $$arestricted
000012213 520__ $$2eng$$aA new post-earthquake seismic performance assessment method which takes into account residual displacements attained by the damaged structures is presented. The post-earthquake residualwhich takes into account residual A new post-earthquake seismic performance assessment method for structures displacements and the visual indisplacements is proposed. The post-earthquake residual displacements and the observable damage to the spection of the damage to the structure are considered to obtain improved estimates of the maximum deformations structure are considered to obtain improved estimates of the maximum deformations that took to yield a better experienced by the structure. The improved estimates of the maximum deformations are expectedplace during the earthquake. The improved estimates of the maximum deformations are decisions regarding the post-earthquake picture of the extent of damage to the structure. As a result, better informed expected to yield a better picture of the extent of damage to the structure. As a result, better the uncertainties associated with the structural propusability and repairability of the structure can be made. Bothinformed decisions regarding the post-earthquake usability the probable errors due to the imperfectness of Both the uncertainties associated with the proposed erties andand repairability of the structure can be taken. the analytical models are considered in the structural properties trial the probable the method to the imperfectness of the analytical models are considered in the method. A and application of errors due to a real structure tested on a shaking table is presented. proposed method. A trial application of the method to a real structure tested on a shaking table is presented.

000012213 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012213 653__ $$apost-earthquake assessment, residual displacement, damage assessment, response simulation post-earthquake assessment, residual displacement, damage assessment, response error, Monte Carlo simulation, Bayesian analysis simulation error, dynamic time-history analysis, Bayesian analysis

000012213 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012213 720__ $$aYazgan, Ufuk$$iDazio, Alessandro
000012213 8560_ $$ffischerc@itam.cas.cz
000012213 8564_ $$s481289$$uhttps://invenio.itam.cas.cz/record/12213/files/05-01-0445.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0445.
000012213 962__ $$r9324
000012213 980__ $$aPAPER