On the Total Dynamic Response of Soil-Structure Interaction System in Time Domain Using Elastodynamic Infinite Elements with Scaling Modified Bessel Shape Functions
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[1] O. C. Zienkiewicz,et al. Mapped infinite elements for exterior wave problems , 1985 .
[2] J. Wolf. Soil-structure-interaction analysis in time domain , 1988 .
[3] S. Kocak,et al. A combined finite element based soil–structure interaction model for large-scale systems and applications on parallel platforms , 2002 .
[4] Chongbin Zhao,et al. A dynamic infinite element for three‐dimensional infinite‐domain wave problems , 1993 .
[5] Chung Bang Yun,et al. Analytical frequency-dependent infinite elements for soil-structure interaction analysis in two-dimensional medium , 2000 .
[6] J. E. Luco,et al. Dynamic Response of a Rigid Footing Bonded to an Elastic Half Space , 1972 .
[7] F. E. Relton. Applied Bessel Functions , 1966 .
[8] Stiffness and Mass Matrices of FEM‐Applicable Dynamic Infinite Element with Unified Shape Basis , 2009 .
[9] H. Saunders,et al. Finite element procedures in engineering analysis , 1982 .
[10] Anil K. Chopra,et al. Numerical evaluation of the damping‐solvent extraction method in the frequency domain , 2002 .
[11] Hae-Soo Oh,et al. The weighted Ritz‐Galerkin method for elliptic boundary value problems on unbounded domains , 2003 .
[12] K. Kazakov. Formulation of Elastodynamic Infinite Elements for Dynamic Soil-Structure Interaction , 2011 .
[13] R. James Brown,et al. Numerical simulation of wave propagation in anisotropic media , 1995 .
[14] K. Kazakov. Elastodynamic infinite elements with united shape functions for soil-structure interaction , 2010 .