根据应力波理论和复变函数方法，建立了求解爆破地震波作用下任意形状洞室动态响应的解析方法。
In terms of stress wave theory and complex function, analytical solution for the interaction between blasting seismic wave and arbitrary shape underground Chambers is deduced.
提出了依据宽带随机谱功率密度函数求解等效应力幅的半解析公式。
The semi-analytical solution for evaluating ESR from spectral density function of wide-band random loading is presented.
采用波函数展开法给出了半空间中衬砌洞室群在平面SV波入射下动应力集中问题的一个级数解析解。
An analytical series solution for dynamic stress concentration of lined cavities in a half space under incident plane SV waves was given by using wave function expansion method.
基于预应力损失理论，建立了具有普遍意义的拟摩阻损失函数简化解析算法。
Based on prestress loss theory, a simplified analytic algorithm of virtual frictional loss function was set up in a universal way.
当核幔-地表小于6个分层时，本文能解析地给出了粘弹性地球环形场的特征松弛时间。并写出了地表剪切应力激发下的特征函数表达式。
The eigen-relaxation time and eigen-function for viscoelastic toroidal deformation can be analytically given when the total layer number is up to 6 between CMB and earth surface.
在应力偏张量主值三角函数解的基础上，推导了应力空间内主应力和主方向的通用解析解公式。
Based on the stress partial tensor's trigonometric function answer, the main stress and main direction are established in parsed currency formula, and some special answers and examples are discussed.
运用解析方法对量子点的结构进行分析，通过对积分核函数进行计算，可以得到各种量子点结构的应力应变分布。
An analytical method based on Green's function for calculating strain filed in quantum dot structures of arbitrary shape was presented.
利用自相似函数的方法获得应力、位移和动态应力强度因子的解析解。
The universal representations of analytical solutions are obtained by the approaches of self-similar functions.
利用自相似函数的方法获得应力、位移和动态应力强度因子的解析解。
The universal representations of analytical solutions are obtained by the approaches of self-similar functions.
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