Multi-mass System, Matrix Equation Form;
多质量系统;矩阵方程形式;
This paper establishes the general recurrence steps of using difference method for the frequency equation and mode shapes of discrete multi-mass shear structures.
以船舶辅机的梁式隔振结构为对象,运用模态分析方法和自适应算法,推导并分析了梁式结构振动主动控制的基本原理和方法。
With the analysis of the influent factors of the parameter, useful conclusions was given, which can help to understand the seismic response of multi-mass elastic system.
通过对两特性参数的影响因素质量和刚度的分析,得出了一些有益的结论,对深入理解多质点弹性体系的地震反应有很大帮助。
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