| 1. | So the frequency response can be obtained via the classical sampled - data theory , and the l2 - induced norm of the system can be obtained as well
采用经典的采样系统理论，既可以得到频率响应，又可以求得采样系统的l2诱导范数。 |
| 2. | This method iswith clear physical meanings , and the result can be checked by various methods . thel2 - induced norm of the system can also be obtained from the frequency response
从频率响应的增益还可读得l _ 2诱导范数,所以较提升法简单、实用。 |
| 3. | The precise integration of time invariant system is proposed for the riccati equation of h optimal control , so that its parameter of induced norm - 2 can be computed up to the computer precision
在此基础上对时不变系统给出了精细积分法，可以求出几乎是计算机精度的最优参数2 。 |
| 4. | Because the computation israther complicated , a lifting algorithm is proposed by using matlab functions . the h _ lifted plant and the corresponding l2 - induced norm can easily beobtained with the proposed algorithm
可以直接给出h _离散化对象和相应的l2诱导范数,方便了提升法的应用。 |
| 5. | Based on the theory of analogy of structural mechanics and optimal control , the optimal induced norm - 2 of state feedback h control is shown to be the fundamental rayleigh quotient eigenvalue in structural vibration or euler stability problems
根据结构力学与最优控制的模拟理论，指出状态反馈h控制黎卡提方程中的最优参数2 ，实质上就是结构振动或稳定理论中的瑞利商最小本征值。 |
| 6. | Abstract : based on the theory of analogy of structural mechanics and optimal control , the optimal induced norm - 2 of state feedback h control is shown to be the fundamental rayleigh quotient eigenvalue in structural vibration or euler stability problems
文摘:根据结构力学与最优控制的模拟理论，指出状态反馈h控制黎卡提方程中的最优参数2 ，实质上就是结构振动或稳定理论中的瑞利商最小本征值。 |
