000010466 001__ 10466
000010466 005__ 20141205155730.0
000010466 04107 $$aeng
000010466 046__ $$k2008-10-12
000010466 100__ $$aKasai, Kazuhiko
000010466 24500 $$aValue-Added 5-Story Steel Frame and Its Components: Part 1 – Full-Scale Damper Tests and Analyses

000010466 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010466 260__ $$b
000010466 506__ $$arestricted
000010466 520__ $$2eng$$aRealistic three-dimensional shaking table tests will be conducted in February and March 2009 for full-scale 5-story building specimens with dampers. The building will be tested repeatedly, inserting and replacing each of 4 damper types, i.e., steel damper, oil damper, viscous damper, and viscoelastic damper. The shaking table test uses 16 dampers for each damper type. Extensive preliminary analyses and experiments have been conducted. For each damper type, 3 different capacities ranging approximately from 400 kN to 1,800 kN were tested, and correlated with analyses using the numerical models being recognized as the most accurate and practical among those available. The 5-story building with each damper type was also analyzed statically and dynamically. According to the results, the deformation of the building will be kept small even against the strong ground motion recorded during the 1995 Kobe earthquake. This paper explains such preliminary investigations as well as the blind analysis contest to be held regarding the performance of the 5-story building.

000010466 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010466 653__ $$aE-Defense, Shaking Table, Passive Control, Value-Added Building, Steel Frame, Dampers, Full-Scale Tests

000010466 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010466 720__ $$aKasai, Kazuhiko$$iOoki, Yoji$$iIshii, M.$$iOzaki, H.$$iIto, H.$$iMotoyui, Shojiro$$iHikino, T.$$iSato, E.
000010466 8560_ $$ffischerc@itam.cas.cz
000010466 8564_ $$s670270$$uhttps://invenio.itam.cas.cz/record/10466/files/S17-01-013.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S17-01-013.
000010466 962__ $$r9324
000010466 980__ $$aPAPER