Reduction of train-induced building vibrations by using open and filled trenches
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[1] G. G. Stockes. ON THE DYNAMICAL THEORY OF DIFFRACTION , 1849 .
[2] Yih-Hsing Pao,et al. Scattering of Plane Compressional Waves by a Spherical Obstacle , 1963 .
[3] Yih-Hsing Pao,et al. Diffractions of Horizontal Shear Waves by a Parabolic Cylinder and Dynamic Stress Concentrations , 1966 .
[4] T. Cruse,et al. A direct formulation and numerical solution of the general transient elastodynamic problem. II , 1968 .
[5] R. Woods. SCREENING OF SURFACE WAVES IN SOILS , 1968 .
[6] O. Zienkiewicz. The Finite Element Method In Engineering Science , 1971 .
[7] J. Lysmer,et al. Shear Waves in Plane Infinite Structures , 1972 .
[8] O. C. Zienkiewicz,et al. Diffraction and refraction of surface waves using finite and infinite elements , 1977 .
[9] O. Zienkiewicz,et al. The coupling of the finite element method and boundary solution procedures , 1977 .
[10] John F. Abel,et al. Amplitude Reduction of Surface Waves by Trenches , 1978 .
[11] Masahiko Fuyuki,et al. Finite difference analysis of Rayleigh wave scattering at a trench , 1980 .
[12] Carlos Alberto Brebbia,et al. Formulation of the boundary element method for transient problems governed by the scalar wave equation , 1982 .
[13] Singiresu S. Rao. The finite element method in engineering , 1982 .
[14] George D. Manolis,et al. Shallow Trenches and Propagation of Surface Waves , 1985 .
[15] H. Antes. A boundary element procedure for transient wave propagations in two-dimensional isotropic elastic media , 1985 .
[16] Dimitri E. Beskos,et al. Vibration isolation using open or filled trenches , 1986 .
[17] Ioannis Vardoulakis,et al. Vibration isolation using open or filled trenches Part 2: 3-D homogeneous soil , 1990 .
[18] O. von Estorff,et al. Dynamic response in the time domain by coupled boundary and finite elements , 1990 .
[19] T. M. Al-Hussaini,et al. DESIGN OF WAVE BARRIERS FOR REDUCTION OF HORIZONTAL GROUND VIBRATION , 1991 .
[20] S. Ahmad,et al. Simplified design for vibration screening by open and in-filled trenches , 1991 .
[21] K. L. Leung,et al. Vibration isolation by trenches in continuously nonhomogeneous soil by the BEM , 1991 .
[22] J. Domínguez. Boundary elements in dynamics , 1993 .
[23] Zhen-Xiang Gong,et al. Review of:“Computational Methods for Free and Moving Boundary Problems in Heat Transfer and Fluid Flow”Editor: L.C. Wrobel and C.A. Brebbia Computational Mechanics Publications Southampton Boston Elsevier Applied Science London New York , 1994 .
[24] C.J.C. Jones,et al. PREDICTION OF GROUND VIBRATION FROM FREIGHT TRAINS , 1996 .
[25] Yeong-bin Yang,et al. FREQUENCY-INDEPENDENT INFINITE ELEMENTS FOR ANALYSING SEMI-INFINITE PROBLEMS , 1996 .
[26] S. Ahmad,et al. Investigation on active isolation of machine foundations by open trenches , 1996 .
[27] Yeong-Bin Yang,et al. A parametric study of wave barriers for reduction of train-induced vibrations , 1997 .
[28] Panos Dakoulas,et al. Non‐linear dynamic earth dam–foundation interaction using a BE–FE method , 1998 .
[29] Demosthenes Polyzos,et al. Vibration isolation by a row of piles using a 3‐D frequency domain BEM , 1999 .
[30] Maurice Petyt,et al. Surface vibration propagation over a layered elastic half-space with an inclusion , 1999 .
[31] Demosthenes Polyzos,et al. Modelling of pile wave barriers by effective trenches and their screening effectiveness , 1999 .
[32] G. Schmid,et al. Two- and three-dimensional modelling of half-space and train-track embankment under dynamic loading , 2000 .
[33] Nawawi Chouw,et al. Reduction of footing response to man-made excitations by using a Wave Impeding Barrier , 2001 .
[34] Christian Soize,et al. Structural Dynamics EURODYN 2005 , 2005 .