Test and numerical simulation of a new type of hybrid control technique

In this paper, a new hybrid control technique, based on a combination of base-isolation and semi-active variable stiffness/damping in a superstructure, is presented. To illustrate the efficiency of the proposed control system, model tests on a mini-electromagnetic shaking table and a numerical simulation were performed. The test and numerical calculation results indicate that this new hybrid control mode with additional damping and smaller additional stiffness can achieve a better control efficiency.

作 者： Meng Qingli Zhang Minzheng Cheng Dong   作者單位： Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China  刊 名： 地震工程與工程振動(dòng)（英文版）  SCI 英文刊名： EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION  年，卷(期)： 2005 4(2)  分類(lèi)號(hào)： P315  關(guān)鍵詞： base-isolation   semi-active variable stiffness/damping control   hybrid control   shaking table model test  

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