000019264 001__ 19264
000019264 005__ 20170118182307.0
000019264 04107 $$aeng
000019264 046__ $$k2017-01-09
000019264 100__ $$aKobayashi, Atsushi
000019264 24500 $$aThe Seismic Performance of R/C School Buildings Obtained By the Modified Seismic Safety Evaluation

000019264 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019264 260__ $$b
000019264 506__ $$arestricted
000019264 520__ $$2eng$$aIn Japan, the seismic safety evaluation has been applied widely in order to determine the seismic performance of existing buildings after the 1995 Great Hanshin-Awaji Earthquake Disaster. The seismic safety of a building is judged by comparing the seismic index “I S ” and the required seismic index “I S0 ” in the seismic safety evaluation. If Eq. (1) is satisfied, the building is considered as safe against the scenario earthquake. The I S value and the I S0 value are calculated by Eq. (2) and Eq. (3), respectively. The basic seismic factor “E 0 ” in Eq. (2) is the most important item calculated by accumulating vertical member’s lateral strength depending on the ductility. I S ≥ I S0

000019264 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019264 653__ $$aseismic safety evaluation; seismic performance; R/C school building; dynamic response analysis; dispersion of shear strength

000019264 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019264 720__ $$aKobayashi, Atsushi$$iBaba, Tetsuro$$iKabayama, Kenji
000019264 8560_ $$ffischerc@itam.cas.cz
000019264 8564_ $$s1102820$$uhttps://invenio.itam.cas.cz/record/19264/files/3259.pdf$$yOriginal version of the author's contribution as presented on USB, paper 3259.
000019264 962__ $$r16048
000019264 980__ $$aPAPER