另一部分是利用开关磁阻电机的线性电感模型或者准线性模型进行建模分析。
One is programming by M files while the other one is based on linear inductance model or approximate linear inductance model.
同时以标准线性固体模型对实验数据进行了拟合。
A standard linear solid model (kelvin model) was used to fit the experimental data.
据此，在标准线性固体模型的基础上，考虑损伤内变量的演化，建立了应变率相关的水泥砂浆的非线性黏弹性损伤模型。
Thus, a nonlinear viscoelastic constitutive relation for cement mortar based on standard linear solid model considering the evolution of the damage internal variable is established accordingly.
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