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In recent years, as more and more stringent performance requirements are imposed in advanced application, considerable attention has been paid to structural vibration control.There are two classical routes to suppress/reduce structural vibration.One is to implement vibration control, such as passive control, semi-active control and active control.The other is to implement structural dynamic optimization, including size optimization.shape optimization and topology optimization.Especially.the dynamic topology optimization becomes the research emphasis up to now[1-4], due to its high efficiency.