000011120 001__ 11120
000011120 005__ 20141205155838.0
000011120 04107 $$aeng
000011120 046__ $$k2008-10-12
000011120 100__ $$aNakamura, Yutaka
000011120 24500 $$aDevelopment of the Core-Suspended Isolation System

000011120 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011120 260__ $$b
000011120 506__ $$arestricted
000011120 520__ $$2eng$$aA new type of seismic isolation system – called the core-suspended isolation system (CSI) – has been recently developed and implementation completed in the first building in Tokyo, Japan. The core-suspended isolation system consists of a reinforced concrete core on top of which a seismic isolation mechanism composed of a double layer of inclined rubber bearings is installed to create a pendulum isolation mechanism. An office or residential structure is then suspended from a hat-truss constructed on the seismic isolation mechanism, isolating it from the motion of the core. In this paper the mechanics of the CSI system are described, followed by a discussion of results obtained from shaking table tests conducted on scale models and static loading tests of inclined rubber bearings, and an overview of the first building constructed utilizing the system.

000011120 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011120 653__ $$acore-suspended isolation, core-shaft, double layer, inclined rubber bearings, pendulum

000011120 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011120 720__ $$aNakamura, Yutaka$$iSaruta, Masaaki$$iNakanishi, Tsutomu$$iWada, Akira$$iTakeuchi, Toru$$iHikone, Shigeru$$iTakahashi, Teiichi
000011120 8560_ $$ffischerc@itam.cas.cz
000011120 8564_ $$s1156691$$uhttps://invenio.itam.cas.cz/record/11120/files/S05-01-021.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S05-01-021.
000011120 962__ $$r9324
000011120 980__ $$aPAPER