000011886 001__ 11886
000011886 005__ 20141205155956.0
000011886 04107 $$aeng
000011886 046__ $$k2008-10-12
000011886 100__ $$aTian, Xuemin
000011886 24500 $$aDesign of Base-Isolated Structure with Rubber-Bearing

000011886 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011886 260__ $$b
000011886 506__ $$arestricted
000011886 520__ $$2eng$$aBase isolation design is a new technology on seismic control of structures. In this paper, the theories and steps of base-isolated structure with rubber-bearing design are introduced, then a practical example with isolating rubber-bearings and the corresponding design process are introduced and the simulation results are analyzed. The flexible connecting device of isolation layer design and a connection method of isolation bearing without top fixing plate are introduced. At last, the proposed isolated structure and the non-isolated structure are compared, the result shows the base isolation method can reduce the seismic response of structure evidently.

000011886 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011886 653__ $$aFrame-shear wall structure, isolation, design

000011886 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011886 720__ $$aTian, Xuemin$$iLu, Ming
000011886 8560_ $$ffischerc@itam.cas.cz
000011886 8564_ $$s261854$$uhttps://invenio.itam.cas.cz/record/11886/files/03-02-0026.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 03-02-0026.
000011886 962__ $$r9324
000011886 980__ $$aPAPER