000009798 001__ 9798
000009798 005__ 20141205153155.0
000009798 04107 $$aeng
000009798 046__ $$k2008-10-12
000009798 100__ $$aD’Ambrisi, A.
000009798 24500 $$aAssessment of a Probabilistic Method for Evaluating Residual Response Parameters of EP Structural Systems

000009798 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009798 260__ $$b
000009798 506__ $$arestricted
000009798 520__ $$2eng$$aProbabilistically controlled design values of the residual response parameters of elasto-plastic structural systems are calculated using a method previously proposed by the authors. Current codes provide for design values of the seismic response of a structure with a nonlinear behaviour computed as the mean value or as the maximum value of the responses to a certain number of accelerograms. The so calculated design values are characterized by a non-exceedance probability that can not be predefined and that depends on the number of accelerograms used in the analysis. The proposed method allows to calculate design values of the residual response parameters characterized by a predefined non-exceedance probability using a limited number of generated accelerograms. The obtained design values can be effectively used in performance based seismic design. The analyses are performed with reference to EPP and ESH SDOF systems representative of nonlinear structural systems.

000009798 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009798 653__ $$aresidual response parameters, nonlinear structural systems, probabilistic estimates.

000009798 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009798 720__ $$aD’Ambrisi, A.$$iMezzi, M.
000009798 8560_ $$ffischerc@itam.cas.cz
000009798 8564_ $$s268009$$uhttps://invenio.itam.cas.cz/record/9798/files/05-03-0140.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0140.
000009798 962__ $$r9324
000009798 980__ $$aPAPER