This paper suggests the method of quantitative controlling of structural response for earthquake resistant structures with base isolation and energy dissipation system.
本文对采用隔震消能体系的抗震结构的地震反应提出一种定量的控制计算理论和方法。
For different excitation input, a series of experiments are explored to analyze the performance of MR isolation system by his method.
在不同外力激励的条件下，应用该方法对一种金属橡胶隔振器隔振系统进行动态特性的理论分析。
A novel control method based on BP network controller is presented for the nonlinearities in active vibration isolation system.
针对主动隔振系统存在的非线性，提出一种基于BP网络控制器的主动控制方法。
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