Elastic wave theory based on homogeneous and continuous medium model may lead to incorrect explanation of seismic response to geological structure and may even lead to erroneous explanation.
基于均匀的、连续介质模型建立的弹性波动理论可能导致对地球结构地震响应的不当解释，有时可能是错误解释。
The accuracy of the model is verified by numerical examples, and then the field seismic response of homogeneous soil layers is analyzed.
文中首先通过数值实例验证了这一模型的精确性，进而利用这一模型求解了均匀土层场地的地震反应问题。
Using the theory of random vibration, the problem of dynamic response of the non homogeneous soil layer to earthquake is studied in the present paper.
利用随机振动理论，本文研究了非均匀土层对地震的动力反应问题。
Using the stochastic vibration theory of continuous linear system, this paper studies the dynamic response problem of non-homogeneous soil foundation.
利用连续线性系统的随机振动理论，研究非均匀地基土层地震的动力反应问题。
The wave finite element method was used to study the dynamic response under impact loading in a gradient non-homogeneous plate with a crack.
为了研究梯度非均匀有限板中裂纹动态响应问题，用波动有限元的方法研究了梯度非均匀板中裂纹在冲击载荷作用下的动态响应。
In this paper, full-space late-time and all-time apparent resistivity formula was derived based on homogeneous full-space response equation of central loop.
从全空间中心回线源响应公式出发，推导了全空间晚期和全区视电阻率公式；
The software is developed for the vibration response to exciting force on defective piles in homogeneous soil.
针对瞬态激振条件下均质土中桩存在缺陷的定解问题 ，研制了分析程序。
The software is developed for the vibration response to exciting force on defective piles in homogeneous soil.
针对瞬态激振条件下均质土中桩存在缺陷的定解问题 ，研制了分析程序。
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