Based on complex damping theory and Navier's equation, the displacement of soil under any load was calculated using multi-layer method, the velocity and acceleration was deduced.3.
在复阻尼理论和纳维方程的基础上，利用分层法得到了任意荷载作用下土的位移、速度和加速度的解。
参考来源 - 打桩引起地面振动的研究The complex damping which considers the influence of stress and amplitude changing on energy dissipation is more reasonable in calculating the structural vibration.
而目前运用并不广泛的复阻尼模型则考虑了结构应力和振幅的变化对阻尼取值的影响,更符合实际材料受迫振动时的反应特性。
参考来源 - 材料阻尼对钢筋及钢管混凝土结构地震响应的影响分析·2,447,543篇论文数据，部分数据来源于NoteExpress
The model is constructed by a nonlinear combination of dynamic nonlinear stiffness and dynamic nonlinear complex damping mechanisms.
该模型用非线性刚度和非线性复合阻尼机理构造，模型中的参数由试验数据辨识。
In this paper, the solution of steady forced vibration for continuous orthotropic plates is given on the basis of complex damping assumption.
本文给出了采用复阻尼理论时正交各向异性连续板强迫振动问题的稳态介。
The complex modal analysis method is generalized to the cases in which stiffness matrix may be singular and mass matrix, damping matrix and stiffness may be nonsymmetric.
把复模态分析法推广到刚度矩阵可以奇导且质量矩阵、阻尼矩阵和刚度矩阵均不必为对称的情形。
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