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Two algorithms for calculation of theoretical seismograms for anisotropic media - MaRDI portal

Two algorithms for calculation of theoretical seismograms for anisotropic media (Q2729327)

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scientific article; zbMATH DE number 1622429
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Two algorithms for calculation of theoretical seismograms for anisotropic media
scientific article; zbMATH DE number 1622429

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    22 July 2001
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    seismology
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    elastic wave propagation
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    Fourier transform
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    finite-difference method
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    Laguerre integral transform
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    Two algorithms for calculation of theoretical seismograms for anisotropic media (English)
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    The article is devoted to numerical modeling of the elastic wave propagation in nonhomogeneous anisotropic media. The following direct dynamic problem can be posed: Find the components of the elastic displacements vector \(U\) which satisfy the system NEWLINE\[NEWLINE \begin{aligned} &\rho U_{tt} = c_{11}U_{xx} + c_{12}V_{xy} + c_{13}W_{xz}+ c_{66}(U_{yy} + V_{yx}) + \left(c_{55}(W_x + U_z)\right)_x + F_x(t,x,y,z), \\ &\rho V_{tt} = c_{66}(U_{xy} + V_{xx}) + c_{12}V_{yy} + c_{12}U_{xy} + c_{23}W_{yz} + \left(c_{44}(V_z + W_y)\right)_z + F_y(t,x,y,z), \\ &\rho W_{tt} = c_{55}(W_{xx} + U_{xz}) + c_{44}(V_{yz} + W_{yy}) + \left(c_{13}U_z + c_{23}V_y + c_{33}W_z\right)_z + F_z(t,x,y,z) \end{aligned} NEWLINE\]NEWLINE under the initial conditions NEWLINE\[NEWLINE U_{t = 0} = U_t|_{t = 0} = 0, \quad V|_{t = 0} = V_t|_{t = 0} = 0, \quad W|_{t = 0} = W_t|_{t = 0} = 0 NEWLINE\]NEWLINE and the boundary conditions NEWLINE\[NEWLINE \begin{gathered} c_{55}(W_x + U_z)|_{z = 0} = 0,\quad c_{44}(V_z + W_y)vert_{z = 0} = 0,\quad (c_{13}U_x + c_{23}V_y + c_{33}W_z)|_{z = 0} = 0. \end{gathered} NEWLINE\]NEWLINE The coefficients \(c_{ij}(z)\) and the density \(\rho(z)\) (the parameters of the anisotropic medium of orthotropic type) are arbitrary continuous positive functions; \(F_x\), \(F_y\), \(F_z\) are the components of the force vector describing the action of a source localized.NEWLINENEWLINE For solving the problem, the authors use the finite integral transformations and expose two algorithms for finding a numerical solution. A common feature of both algorithms is the reduction of the multidimensional problem to a series of one-dimensional problems by means of the finite integral Fourier transform with respect to the coordinates \(x\) and \(y\). The first algorithm is based on the explicit finite-difference method of second-order approximation with respect to time and fourth-order approximation with respect to the spatial variable. The second algorithm is based on employing the Laguerre transformation with respect to the time variable and the finite-difference approximation with respect to the spatial variable \(z\). The authors note that both algorithms proposed can be parallelized for multicomputers.
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