000011796 001__ 11796
000011796 005__ 20141205155947.0
000011796 04107 $$aeng
000011796 046__ $$k2008-10-12
000011796 100__ $$aTahara, K.
000011796 24500 $$aResponse Control Effect of Coupled Vibration Control Structures Using Hysteresis Damper under Ground Motion

000011796 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011796 260__ $$b
000011796 506__ $$arestricted
000011796 520__ $$2eng$$a"Coupled vibration control structures" is a method for reducing earthquake responses by connecting buildings with different periods using dampers. In this paper, two single-degree-of-freedom systems connected with a hysteresis damper are used for the vibration model. The objective of this paper is to reveal the general characteristics of coupled vibration control structures analytically. The criteria of the response control effect are the reduction of the deformation of the buildings. The optimum damper conditions and the relationship between the response control effect and the combination of buildings are investigated. By comparing the deformation of the buildings connected with the optimum damper to that of rigidly connected buildings, equations to predict the effect of vibration control can be obtained.

000011796 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011796 653__ $$aCoupled vibration control, Optimum damper, Hysteresis damper, Response control effect, Prediction of response

000011796 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011796 720__ $$aTahara, K.$$iYamazaki, S.$$iMinami, S.
000011796 8560_ $$ffischerc@itam.cas.cz
000011796 8564_ $$s2143968$$uhttps://invenio.itam.cas.cz/record/11796/files/05-06-0097.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-06-0097.
000011796 962__ $$r9324
000011796 980__ $$aPAPER