摘要
在正交化技术的基础上,本文提出了一种适合于无约束弹性结构主动控制分析的计算解耦方法.文中介绍了这种方法的基本思想,导出了求解结构受控响应和控制律的计算公式.同时,通过算例说明了这种方法的内在机理以及结构主动控制设计中的某些原则.
On the basis of orthorhombic techniques, a computational decoupling method which can be used in the active control analysis of unrestricted elastic structures is brought forward in this paper. The basic ideas and deductive processes about the method are introduced, and the computational formulas to be used to get the controlled responses and the control laws of structures are inferred. At the same time, the inner principles about the method and criterions in the design of active structural control are expounded through several examples.
基金
国家自然科学基金
关键词
结构控制
计算
解耦方法
structural control
control computation
decoupling method
