000011223 001__ 11223
000011223 005__ 20141205155848.0
000011223 04107 $$aeng
000011223 046__ $$k2008-10-12
000011223 100__ $$aOmine, Hideto
000011223 24500 $$aSeismic Risk Analysis Method Using Both PGA and PGV

000011223 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011223 260__ $$b
000011223 506__ $$arestricted
000011223 520__ $$2eng$$aIn order to improve the accuracy of risk analysis, authors propose a seismic fragility analysis method using two ground motion intensity measures; peak ground acceleration (PGA) and peak ground velocity (PGV), for which many attenuation relations have been developed. Monte-Carlo simulation is carried out to obtain the fragility planes that show the relationship among PGA, PGV and the conditional probability of failure for model RC building. It is found that PGV is adequate in expressing the fragility for severe damage though both PGA and PGV are adequate for slight damage.

000011223 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011223 653__ $$aSeismic Hazard, Fragility Analysis, Ground Motion Intensity, PGA, PGV

000011223 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011223 720__ $$aOmine, Hideto$$iHayashi, Takayuki$$iYashiro, Harumi$$iFukushima, Sei'ichiro
000011223 8560_ $$ffischerc@itam.cas.cz
000011223 8564_ $$s205904$$uhttps://invenio.itam.cas.cz/record/11223/files/07-0161.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 07-0161.
000011223 962__ $$r9324
000011223 980__ $$aPAPER