... 单位阶跃响应s(t)和单位冲激响应h(t)/UnitStep Response and 任意信号激励的零状态响应/Arbitrary Excitation 二阶及高阶动态电路分析/SecondOrder Circuits ...
基于1个网页-相关网页
In this paper, the local dynamic effect modification formulation of rightangled triangle plate element under arbitrary excitation is presented.
本文推导了在任意载荷激励下直角三角形板单元局部动力效应修正公式。
The zero state response to an arbitrary excitation in a fist order circuit can be solved by either the convolution integral or the three element method.
一阶电路在任意激励下的零状态响应，既可以用卷积积分法，也可以用三要素法进行分析与计算。
In the paper the dynamic responses of a multi support structure to an arbitrary excitation waveform is carried out by use of the multiple point excitation approach.
运用多点激振方法，求解多支承结构在任意波形下的动响应。
应用推荐