Grid-Characteristic Method on Joint Structured Regular and Curved Grids for Modeling Coupled Elastic and Acoustic Wave Phenomena in Objects of Complex Shape

[1] Xunqiang Y.(2013)ANSYS implementation of damping solvent stepwise extraction method for nonlinear seismic analysis of large 3-D structures Soil Dyn. Earthquake Eng. 44 139-152

[2] Jianbo L.(2017)Numerical modelling of reinforced concrete structures under seismic loading based on the finite element method with discrete inter element cracks Earthquake Eng. Struct. Dyn. 46 159-178

[3] Chenglin W.(2008)Dynamic analysis of the arch concrete dam under earthquake force with ABAQUS J. Appl. Sci. 8 2648-2658

[4] Gao L.(2007)The finite-difference time-domain method for modeling of seismic wave propagation Adv. Geophys. 48 421-516

[5] Nikolic Z.(2002)Effective velocities in fractured media: a numerical study using the rotated staggered finite-difference grid Geophys. Prospect. 50 183-194

[6] Zivaljic N.(2002)Finite-difference modeling of SH-wave propagation in nonwelded contact media Geophysics 67 1656-1663

[7] Smoljanovic H.(2019)“Development and applications of computational methods,” Smart Innov Syst. Technol. 133 3-7

[8] Balic I.(2006)An arbitrary high-order discontinuous Galerkin method for elastic waves on unstructured meshes–I. The two-dimensional isotropic case with external source terms Geophys. J. Int. 166 855-877

[9] Yaghin M. L.(2006)An arbitrary high-order discontinuous Galerkin method for elastic waves on unstructured meshes–II. The three-dimensional isotropic case Geophys. J. Int. 167 319-336

[10] Hesari M. A.(2010)A high-order discontinuous Galerkin method for wave propagation through coupled elastic–acoustic media J. Comput. Phys. 229 373-9396

[1] Xunqiang Y.(2013)ANSYS implementation of damping solvent stepwise extraction method for nonlinear seismic analysis of large 3-D structures Soil Dyn. Earthquake Eng. 44 139-152

[2] Jianbo L.(2017)Numerical modelling of reinforced concrete structures under seismic loading based on the finite element method with discrete inter element cracks Earthquake Eng. Struct. Dyn. 46 159-178

[3] Chenglin W.(2008)Dynamic analysis of the arch concrete dam under earthquake force with ABAQUS J. Appl. Sci. 8 2648-2658

[4] Gao L.(2007)The finite-difference time-domain method for modeling of seismic wave propagation Adv. Geophys. 48 421-516

[5] Nikolic Z.(2002)Effective velocities in fractured media: a numerical study using the rotated staggered finite-difference grid Geophys. Prospect. 50 183-194

[6] Zivaljic N.(2002)Finite-difference modeling of SH-wave propagation in nonwelded contact media Geophysics 67 1656-1663

[7] Smoljanovic H.(2019)“Development and applications of computational methods,” Smart Innov Syst. Technol. 133 3-7

[8] Balic I.(2006)An arbitrary high-order discontinuous Galerkin method for elastic waves on unstructured meshes–I. The two-dimensional isotropic case with external source terms Geophys. J. Int. 166 855-877

[9] Yaghin M. L.(2006)An arbitrary high-order discontinuous Galerkin method for elastic waves on unstructured meshes–II. The three-dimensional isotropic case Geophys. J. Int. 167 319-336

[10] Hesari M. A.(2010)A high-order discontinuous Galerkin method for wave propagation through coupled elastic–acoustic media J. Comput. Phys. 229 373-9396