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Wave motion equation and the dynamic Green's function for a transverse isotropic multilayered half-space

机译:横观各向同性多层半空间的波动方程和动态格林函数

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摘要

A new formulation is presented here for harmonic wave motion in a transverse isotropic multilayered half-space. By means of a Fourier-Bessel transform, the complex partial differential equations of wave motion can be uncoupled into a pair of second order ordinary differential equations: one for SV-P vectorial waves (matrix size 2 x 2) and the other for SH scalar waves (matrix size 1 x 1). They have the same form as that for isotropic media. Thus, the same solution procedure as that for isotropic media is equally applicable to transverse isotropic media, which considerably simplifies the solution. Furthermore, by introducing a mixed variable formulation of the wave motion solution, the matrix form of Green's function for various boundary conditions of stratified soil is analytically derived. Numerical examples of Green's function and the dynamic foundation impedance demonstrate the accuracy and the efficiency of the proposed approach. The computation is unconditionally stable. (C) 2017 Production and hosting by Elsevier B.V. on behalf of The Japanese Geotechnical Society. This is an open access article under the CC BY-NC-ND license.
机译:这里提出了一种用于横向各向同性多层半空间中的谐波运动的新公式。通过傅里叶-贝塞尔变换,可以将波动的复杂偏微分方程解耦为一对二阶常微分方程:一个用于SV-P矢量波(矩阵大小为2 x 2),另一个用于SH标量波(矩阵大小1 x 1)。它们具有与各向同性介质相同的形式。因此,与各向同性介质相同的求解过程同样适用于横向各向同性介质,从而大大简化了求解过程。此外,通过引入波动解的混合变量公式,可以解析得出格林函数在层状土各种边界条件下的矩阵形式。 Green函数和动态地基阻抗的数值示例证明了该方法的准确性和有效性。计算是无条件稳定的。 (C)2017年由Elsevier B.V.代表日本岩土工程学会制作和托管。这是CC BY-NC-ND许可下的开放获取文章。

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