5. Bibliography#
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[2] R. Cottereau, D. Clouteau, C. Clouteau, C., C., Soize, and S. Cambier, Probabilistic nonparametric models of impedance matrices. Application to the seismic design of a structure., European Journal of Computational Mechanics, 15, 1-3, 131-142, 2006.
[3] J.P. Wolf, Soil-Structure-Interaction Analysis in Time Domain, Prentice-Hall, NJ, USA, 1988.
[4] S. François and G. Degrande, A time domain coupled boundary element-finite element method for the dynamic response of structures, Proceedings of the 12th International Congress on Sound and Vibration, 2005.
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[6] M. Schanz and H. Antes, Application of “Operational Quadrature Methods” in Time Domain Boundary Element Methods, Meccanica, 32, 3, 179-186, 2006.
[7] A. Pereira and G. Beer, Interface dynamic stiffness matrix approach for three-dimensional transient multi-region boundary element analysis, International Journal for Numerical Methods in Engineering, 80, 1463-1495, 2009.
[8] C. Lubich, Convolution quadrature and discretized operational calculus I, Numerische Mathematik, 52, 129-145, 413-425, 413-425, 1988.
[9] C. Lubich, Convolution quadrature and discretized operational calculus II, Numerische Mathematik, 52, 413-425, 1988.
[10] Nieto Ferro, A., Nonlinear Soil-Structure Interaction in Earthquake Engineering, PhD Thesis, Ecole Centrale Paris, 2013.
[11] W. Moser and H. Antes and G. Beer, A Duhamel integral-based approach to one-dimensional wave propagation analysis in layered media, Computational Mechanics, 35, 115-126, 2005.
[12] W. Moser and H. Antes and G. Beer, Soil-structure interaction and wave propagation problems in 2D by a Duhamel integral-based approach and the convolution quadrature method, Computational Mechanics, 36, 431-443, 2005.