000010047 001__ 10047
000010047 005__ 20141205154140.0
000010047 04107 $$aeng
000010047 046__ $$k2008-10-12
000010047 100__ $$aGarevski, Mihail
000010047 24500 $$aInfluence of Friction Pendulum System on the Response of Base Isolated Structures

000010047 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010047 260__ $$b
000010047 506__ $$arestricted
000010047 520__ $$2eng$$aThe analytical and experimental seismic response analysis of 7 storey reinforced concrete shear type building structure isolated by friction pendulum system (FPS) are presented herein. The superstructure is idealized as a linear shear type building. Nonlinearity is located in the base in the bearings for base isolation. Real earthquake records with equal maximum acceleration were used. The identification results are verified by numerical simulations and the accuracy of the identified parameters is verified by comparing with the experimentally measured results. The response of seismically isolated structure by FPS with different friction coefficients is also investigated and it is found that a small variation of the friction coefficient produces significant difference of the response for all earthquake excitation.

000010047 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010047 653__ $$aFriction pendulum system, seismic isolation, dynamic response of structure

000010047 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010047 720__ $$aGarevski, Mihail$$iJovanovic, Marija
000010047 8560_ $$ffischerc@itam.cas.cz
000010047 8564_ $$s1031833$$uhttps://invenio.itam.cas.cz/record/10047/files/05-01-0395.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0395.
000010047 962__ $$r9324
000010047 980__ $$aPAPER