000010715 001__ 10715
000010715 005__ 20141205155756.0
000010715 04107 $$aeng
000010715 046__ $$k2008-10-12
000010715 100__ $$aLiao, Wen-I
000010715 24500 $$aShake Table Test and Numerical Simulation on Seismic Responses of Raised Floor

000010715 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010715 260__ $$b
000010715 506__ $$arestricted
000010715 520__ $$2eng$$aThis paper presents the seismic performance of raised floor system by shake table excitations. The tested raised floor system was assembled by 7x7 panels with pedestal-stringer frame structure, supporting a simulated equipment with varies weight and geometry shape, the size of the panel is 60x60 cm, the height of the pedestal is 45 cm. This raised floor system was the typical system that frequently used in Taiwan semi-conductor FAB. The input motions for the shake table tests were the waffle-slab floor acceleration responses of a typical semi-conductor FAB by input simulated ground motions. The dynamic characteristics include the acceleration amplification and dependence of input motions by raised floor system was studied and discussed. This study also employee the finite element package to carry out numerical simulation on seismic responses of raised floor systems and compared with the experimental data, and show that the proposed simulation model was very excellent.

000010715 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010715 653__ $$ahigh-tech FAB, seismic performance, base isolation, numerical simulation

000010715 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010715 720__ $$aLiao, Wen-I$$iChai, J.F.
000010715 8560_ $$ffischerc@itam.cas.cz
000010715 8564_ $$s787444$$uhttps://invenio.itam.cas.cz/record/10715/files/05-01-0557.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0557.
000010715 962__ $$r9324
000010715 980__ $$aPAPER