000011222 001__ 11222
000011222 005__ 20141205155848.0
000011222 04107 $$aeng
000011222 046__ $$k2008-10-12
000011222 100__ $$aOmika, Yukihiro
000011222 24500 $$aStudy on the Structural Principle of the Flexural Deformation Response Control System and Its Practical Use

000011222 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011222 260__ $$b
000011222 506__ $$arestricted
000011222 520__ $$2eng$$aWe devised flexural deformation response control system, which is a response control frame of new general idea composed of four elements; 1) a wall located in a center of a building plan named “Super wall”, 2) cantilevers located in a building top named “Super beam”, 3) columns located at perimeter of a building named “Connecting column” and 4) oil dampers for response control. We clarified basic principle of proposed flexural deformation response control system and its control effect using a simple three element Maxwell-type single mass system. We also carried out elastic vibration analyses with a model building, and confirmed meaningful vibration reduction effects for a practical section of a building. This paper describes the principal of this unique control technique for flexural structure, and demonstrates an application example in practical use.

000011222 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011222 653__ $$aStructural control, Oil damper, Flexural structure

000011222 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011222 720__ $$aOmika, Yukihiro
000011222 8560_ $$ffischerc@itam.cas.cz
000011222 8564_ $$s354835$$uhttps://invenio.itam.cas.cz/record/11222/files/S05-02-001.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S05-02-001.
000011222 962__ $$r9324
000011222 980__ $$aPAPER