文件列表:

Makefile (4254, 2015-10-02)
attenuation_model_with_SolvOpt.f90 (60811, 2015-10-02)
email_from_Youshan_Liu_about_bug_in_the_original_fourth_order_Runge_Kutta_scheme.txt (2268, 2015-10-02)
explanation_from_Youshan_Liu_about_bug_in_the_original_fourth_order_Runge_Kutta_scheme.docx (27399, 2015-10-02)
letter_CeCILL_SEISMIC_CPML.pdf (126590, 2015-10-02)
seismic_ADEPML_2D_elastic_RK4_eighth_order.f90 (69197, 2015-10-02)
seismic_ADEPML_2D_viscoelastic_RK4_eighth_order_HAS_A_BUG.f90 (85752, 2015-10-02)
seismic_CPML_2D_anisotropic.f90 (53530, 2015-10-02)
seismic_CPML_2D_isotropic_fourth_order.f90 (57775, 2015-10-02)
seismic_CPML_2D_isotropic_second_order.f90 (56801, 2015-10-02)
seismic_CPML_2D_poroelastic_fourth_order.f90 (67227, 2015-10-02)
seismic_CPML_2D_pressure_second_order.f90 (48723, 2015-10-02)
seismic_CPML_3D_isotropic_MPI_OpenMP.f90 (77426, 2015-10-02)
seismic_CPML_3D_viscoelastic_MPI.f90 (87091, 2015-10-02)
seismic_PML_Collino_2D_anisotropic_fourth.f90 (51534, 2015-10-02)
seismic_PML_Collino_2D_isotropic.f90 (47837, 2015-10-02)
seismic_PML_Collino_3D_isotropic_OpenMP.f90 (60147, 2015-10-02)

seismic_cpml ============ SEISMIC_CPML is a set of twelve open-source Fortran90 programs to solve the two-dimensional or three-dimensional isotropic or anisotropic elastic, viscoelastic or poroelastic wave equation using a finite-difference method with Convolutional or Auxiliary Perfectly Matched Layer (C-PML or ADE-PML) conditions, developed by Dimitri Komatitsch and Roland Martin from CNRS, France. See README_seismic_cpml.html in this directory for more details.

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