慣性接続要素を利用した粘性ダンパーによる制振構造の応答制御に関する一考察

概要

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This paper proposes optimum response control method of 1-DOF system using linear viscous damper with rotational inertial mass and linear spring. To achieve optimum control, we use the optimum design theory of the dynamic vibration absorber or the tuned-mass damper proposed by Den Hartog. In his theory, optimum design is achieved by minimizing the peaks of the resonance curve of the system. This paper also discusses substituting equivalent linear Kelvin system for the original system to develop simplified analysis and design procedures for practical applications of these dampers. Further, we introduce the estimation method of the maximum response, and calculate the value for a 10-story building with these dampers using the estimation method.
一般社団法人日本建築学会の論文
2008-03-25