Studies on structural vibration control with MR dampers using μGA

A new approach to reducing the seismic response of spatial structures with magneto-rheological (MR) dampers is presented in this paper. The Genetic Algorithm with small populations (μGA) is used to optimize the control for the MR dampers to reduce structural vibration, which is difficult to achieve using classical optimal control. The advantages ofμGA are the use of global properties and that fewer conditions are required to obtain the optimal function. Numerical results demonstrate the effectiveness of the proposed method in reducing the seismic response of structures.

作 者： Li Hongnan Chang Zhiguo Song Gangbing   作者單位： State Lab of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, 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)  分類號： P315  關(guān)鍵詞： eccentric structure   semi-active control   magneto-theological (MR) damper   genetic algorithm   linearization  

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