In the CGSM, shear modulus and damping ratio of the soil are functions of depth and shear strain, wave equation for the transmission of shear wave is obtained.
连续梯度介质模型,模量和阻尼比是位置深度和应变的函数,导出传播的动方程。
In the CGSM, shear modulus and damping ratio of the soil are functions of depth and shear strain, wave equation for the transmission of shear wave is obtained.
连续梯度介质模型,模量和阻尼比是位置深度和应变的函数,导出传播的动方程。
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