000010934 001__ 10934
000010934 005__ 20141205155818.0
000010934 04107 $$aeng
000010934 046__ $$k2008-10-12
000010934 100__ $$aMcGuire, Robin K
000010934 24500 $$aSite-Specific Seismic Hazard Analysis

000010934 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010934 260__ $$b
000010934 506__ $$arestricted
000010934 520__ $$2eng$$aProbabilistic seismic hazard analysis has traditionally been calculated using rock conditions and modifying the rock hazard results using deterministic site-specific amplification factors. Results by McGuire et al (2001, 2002) and Bazzurro and Cornell (2004) have shown that nonlinearities in site response and uncertainties in the response are important in estimating site-specific hazard. Previous studies demonstrate that convolution of rock seismic hazard with non-linear site response gives accurate estimates of site hazard. To achieve this accuracy, several uncertainties in site-amplification calculations for hazard applications are important. In addition, the

000010934 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010934 653__ $$aSeismic hazard, site amplification, site response, damaging ground motions

000010934 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010934 720__ $$aMcGuire, Robin K$$iToro, Gabriel R.
000010934 8560_ $$ffischerc@itam.cas.cz
000010934 8564_ $$s320554$$uhttps://invenio.itam.cas.cz/record/10934/files/07-0036.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 07-0036.
000010934 962__ $$r9324
000010934 980__ $$aPAPER