000011508 001__ 11508
000011508 005__ 20141205155917.0
000011508 04107 $$aeng
000011508 046__ $$k2008-10-12
000011508 100__ $$aSaito, Taiki
000011508 24500 $$aShaking Table Test on Indoor Seismic Safety of Highrise Buildings (Part II. Movement of Furniture under Long Period Earthquake Ground Motion)

000011508 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011508 260__ $$b
000011508 506__ $$arestricted
000011508 520__ $$2eng$$aLong period components of earthquake ground motions may amplify the response of large scale structures with long natural periods such as high-rise buildings, long-span bridges and oil storage tanks. From the computer simulation, the maximum displacement at the top of a 40 story high-rise building in Tokyo exceeds 1.5 m under a long period earthquake ground motion caused by Tokai, Tonankai and Nankai Earthquakes, and the shaking of the building continues several minutes. To examine the safety of the living space in high-rise buildings, a new shaking table called “BRI Large Stroke Shaking Table” was developed in the Building Research Institute. Using this shaking table, movement of furniture inside the rooms of high-rise buildings was examined to find the safety criteria for the design of high-rise buildings.

000011508 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011508 653__ $$ahigh-rise buildings, long period earthquake ground motion, shaking table

000011508 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011508 720__ $$aSaito, Taiki$$iTakahashi, Toru$$iHasegawa, R.$$iMorita, Koichi$$iAzuhata, Tatsuya$$iNoguchi, Kazuya
000011508 8560_ $$ffischerc@itam.cas.cz
000011508 8564_ $$s871069$$uhttps://invenio.itam.cas.cz/record/11508/files/S10-014.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S10-014.
000011508 962__ $$r9324
000011508 980__ $$aPAPER