本文对一种国滞非线性基础隔振的主从结构模型用瞬态最优控制法进行振动控制研究。
Instantaneous optimal control of a model of primary-secondary structure with hysteretic and nonlinear base-isolation is studied in this paper.
按线性基础计算的动力响应大于非线性基础的响应，因此采用等效线性基础刚度计算动力响应是可行的。
The dynamic response of linear simulation is greater than that of non-linear simulation , so the dynamic response could be determined based on equivalent linear foundation stiffness.
在总结非线性建模经验的基础上，给出了一种建立精确且运行速度快的T - S模型的方法。
An approach for building accurate and fast running T-S models is proposed based on summarization of the experience of nonlinear modeling.
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