000011208 001__ 11208
000011208 005__ 20141205155847.0
000011208 04107 $$aeng
000011208 046__ $$k2008-10-12
000011208 100__ $$aOkada, Takao
000011208 24500 $$aShake Table Tests for Bridge Model Using Structual Response Control Devices

000011208 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011208 260__ $$b
000011208 506__ $$arestricted
000011208 520__ $$2eng$$aThis study aims to evaluate the seismic response of bridge model using sliding bearings and dampers. Shake table tests of bridge model and the numerical analyses were performed. The result of shake table tests showed that the superstructure inertia force effectually decreased by sliding bearing and dampers. The simple analytical model could approximately simulate the test results.

000011208 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011208 653__ $$adampers, sliding bearings, shake table tests, analytical simulation

000011208 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011208 720__ $$aOkada, Takao$$iUnjoh, Shigeki
000011208 8560_ $$ffischerc@itam.cas.cz
000011208 8564_ $$s529178$$uhttps://invenio.itam.cas.cz/record/11208/files/05-02-0125.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-02-0125.
000011208 962__ $$r9324
000011208 980__ $$aPAPER