000011403 001__ 11403
000011403 005__ 20141205155907.0
000011403 04107 $$aeng
000011403 046__ $$k2008-10-12
000011403 100__ $$aRabiei, Montazar
000011403 24500 $$aEffects of Vertical Ground Motions on the Seismic Response of Isolated Structures with XY-Friction Pendulum System

000011403 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011403 260__ $$b
000011403 506__ $$arestricted
000011403 520__ $$2eng$$aThe effects of vertical ground motions on the response of isolated structures with XY-Friction Pendulum (XY-FP) systems are investigated. The structure is idealized as a three-dimensional singlestory building resting on the XY-FP system. The response of this idealized system subjected to three components (including vertical component) and two components (excluding vertical component) of Tabas 1978 earthquake excitations is investigated. The variation of the base shear and bearing displacement under variation of important structure parameters such as superstructure period, isolation period and sliding coefficient of friction is studied. It is demonstrated that error caused by neglecting the vertical component of earthquake in determining the peak bearing displacement and base shear of the structure are 4 and 31 percent, respectively.

000011403 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011403 653__ $$aXY-friction pendulum system, vertical ground motion, base shear, bearing displacement

000011403 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011403 720__ $$aRabiei, Montazar
000011403 8560_ $$ffischerc@itam.cas.cz
000011403 8564_ $$s284695$$uhttps://invenio.itam.cas.cz/record/11403/files/05-01-0510.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0510.
000011403 962__ $$r9324
000011403 980__ $$aPAPER