000011506 001__ 11506
000011506 005__ 20141205155917.0
000011506 04107 $$aeng
000011506 046__ $$k2008-10-12
000011506 100__ $$aSaito, Kenji
000011506 24500 $$aVibration Tests of 1-Story Response Control System Using Inertial Mass and Optimized Soft Spring and Viscous Element

000011506 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011506 260__ $$b
000011506 506__ $$arestricted
000011506 520__ $$2eng$$aThe previous study have already proposed optimum response control method of 1-DOF system using linear viscous damper with rotational inertial mass and linear spring, and substituting equivalent linear Kelvin system for original system to develop simplified analysis and design procedures for practical applications. To achieve optimum control, we used the optimum design theory of the dynamic vibration absorber or the tuned-mass damper proposed by Den Hartog1). In his theory, optimum design is achieved by minimizing the peaks of the resonance curve of the system. In this paper, we discuss proprieties of the optimum response control theory for magnification factor of displacement and acceleration. This paper also validated the tuning factor of substituting equivalent linear Kelvin system, and response damping ratio of the optimum control system subjected to random excitations.

000011506 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011506 653__ $$aOptimum response control, Passive control, Inertial mass, Viscous damping, Softy spring element, 1-Story system, Vibration tests

000011506 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011506 720__ $$aSaito, Kenji$$iSugimura, Yoshifumi$$iNakaminami, Shigeki$$iKida, Hidenori$$iInoue, Norio
000011506 8560_ $$ffischerc@itam.cas.cz
000011506 8564_ $$s1155950$$uhttps://invenio.itam.cas.cz/record/11506/files/12-01-0128.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-01-0128.
000011506 962__ $$r9324
000011506 980__ $$aPAPER