A 2.5D coupled FE-BE methodology for the dynamic interaction between longitudinally invariant structures and a layered halfspace

Computer Methods in Applied Mechanics and Engineering

Volumn 199, Issue 23-24, 2010, Pages 1536-1548

  Francois S ^a   Schevenels, M ^a   Galvin P ^a,b   Lombaert, G ^a   Degrande, G ^a  

^a Department of Civil Engineering ^*  (Belgium)

^b UNIVERSIDAD DE SEVILLA   (Spain)

Author keywords

2.5D modelling; Boundary element method; Dynamic soil structure interaction; Elastodynamics

Indexed keywords

2.5D GREEN'S FUNCTIONS; BOUNDARY ELEMENTS; COMPUTATIONAL EFFORT; DYNAMIC INTERACTION; DYNAMIC SOIL-STRUCTURE INTERACTION; ELASTO-DYNAMICS; FINITE ELEMENT; FREE SURFACES; HALF-SPACE; LAYER INTERFACES; LAYERED SOILS; RAILWAY TRACK; STORAGE REQUIREMENTS; VIBRATION ISOLATING;

BOUNDARY INTEGRAL EQUATIONS; COUPLED CIRCUITS; FINITE ELEMENT METHOD; GREEN'S FUNCTION; HYDRAULIC STRUCTURES; RAILROADS; ROADS AND STREETS; SOILS; WIND TUNNELS;

BOUNDARY ELEMENT METHOD;

EID: 77951205589     PISSN: 00457825     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cma.2010.01.001     Document Type: Article

References (34)

1. Andersen L., Jones C.J.C. Coupled boundary and finite element analysis of vibration from railway tunnelsa comparison of two- and three-dimensional models. J. Sound Vibrat. 2006, 293:611-625.
2. Andersen L., Nielsen S.R.K. Reduction of ground vibration by means of barriers or soil improvement along a railway track. Soil Dynam. Earthq. Engrg. 2005, 25:701-716.
3. D. Aubry, D. Clouteau, G. Bonnet, Modelling of wave propagation due to fixed or mobile dynamic sources, in: N. Chouw, G. Schmid (Eds.), Workshop Wave '94, Wave propagation and Reduction of Vibrations, Ruhr Universität Bochum, Germany, December 1994, pp. 109-121.
4. Dynamic Soil-Structure Interaction 1984, A.A. Balkema. D.E. Beskos, T. Krauthammer, I. Vardoulakis (Eds.).
5. Bonnet M. Boundary Integral Equation Methods for Solids and Fluids 1995, John Wiley and Sons, Chichester, United Kingdom.
6. J. Borgions, B. Thyssen, Trillingsisolerende Schermen. Master's Thesis, Department of Civil Engineering, K.U.Leuven, 2008.
7. Bui H.D., Loret B., Bonnet M. Régularisation des équations intégrales de l'éla
8. Chebli H., Othman R., Clouteau D., Arnst M., Degrande G. 3D periodic BE-FE model for various transportation structures interacting with soil. Comput. Geotech. 2008, 35:22-32.
9. Domínguez J. Boundary Elements in Dynamics 1993, Computational Mechanics Publications and Elsevier Applied Science, Southampton, United Kingdom.
10. Eringen A.C., Suhubi E.S. Elastodynamics. Linear Theory 1975, vol. 2. Academic Press, New York, USA.
11. Forrest J.A., Hunt H.E.M. Ground vibration generated by trains in underground tunnels. J. Sound Vibrat. 2006, 294:706-736.
12. Forrest J.A., Hunt H.E.M. A three-dimensional tunnel model for calculation of train-induced ground vibration. J. Sound Vibrat. 2006, 294:678-705.
13. S. François, M. Schevenels, G. Degrande, Applicability of the MASW method on dykes. Report BWM-2007-06, Report to Geotomographie Gmbh, Department of Civil Engineering, K.U.Leuven, March 2007.
14. Gavrić L. Finite element computation of dispersion properties of thin-walled structures. J. Sound Vibrat. 1994, 173(1):113-124.
15. Gavrić L. Computation of propagative waves in free rail using finite element technique. J. Sound Vibrat. 1995, 183(3):531-543.
16. Gupta S., Hussein M.F.M., Degrande G., Hunt H.E.M., Clouteau D. A comparison of two numerical models for the prediction of vibrations from underground railway traffic. Soil Dynam. Earthq. Engrg. 2007, 27(7):608-624.
17. M.F.M. Hussein, L. Rikse, S. Gupta, H.E.M. Hunt, G. Degrande, J.P. Talbot, S. François, M. Schevenels, Using the PiP model for fast calculation of vibration from a railway tunnel in a multi-layered half-space, in: Nineth International Workshop on Railway Noise, Munich, Germany, September 2007.
18. L. Karl, T. Fechner, G. Degrande, S. François, Application of surface waves for the geotechnical characterisation of dykes, in: Near Surface 2008, 14th European Meeting of Environmental and Engineering Geophysics, Kraków, Poland, September 2008.
19. Kausel E. Fundamental Solutions in Elastodynamics: A Compendium 2006, Cambridge University Press, New York.
20. Kausel E., Roësset J.M. Stiffness matrices for layered soils. Bull. Seismol. Soc. Am. 1981, 71(6):1743-1761.
21. G. Lombaert, Development and Experimental Validation of a Numerical Model for the Free Field Vibrations Induced by Road Traffic, PhD Thesis, Department of Civil Engineering, K.U.Leuven, 2001.
22. Lombaert G., Degrande G. Experimental validation of a numerical prediction model for free field traffic induced vibrations by in situ experiments. Soil Dynam. Earthq. Engrg. 2001, 21(6):485-497.
23. Lombaert G., Degrande G., Clouteau D. Numerical modelling of free field traffic induced vibrations. Soil Dynam. Earthq. Engrg. 2000, 19(7):473-488.
24. Lombaert G., Degrande G., Kogut J., François S. The experimental validation of a numerical model for the prediction of railway induced vibrations. J. Sound Vibrat. 2006, 297(3-5):512-535.
25. Lombaert G., Degrande G., Vanhauwere B., Vandeborght B., François S. The control of ground borne vibrations from railway traffic by means of continuous floating slabs. J. Sound Vibrat. 2006, 297(3-5):946-961.
26. Luco J.E., Wong H.L. Seismic response of foundations embedded in a layered half-space. Earthq. Engrg. Struct. Dynam. 1987, 15:233-247.
27. Rizzo F.J., Shippy D.J., Rezayat M. A boundary integral equation method for radiation and scattering. Int. J. Numer. Methods Engrg. 1985, 21:115-129.
28. Schevenels M., François S., Degrande G. EDT: An ElastoDynamics Toolbox for MATLAB. Comput. Geosci. 2009, 35(8):1752-1754.
29. Sheng X., Jones C.J.C., Petyt M. Ground vibration generated by a harmonic load acting on a railway track. J. Sound Vibrat. 1999, 225(1):3-28.
30. Sheng X., Jones C.J.C., Thompson D.J. Modelling ground vibrations from railways using wavenumber finite- and boundary-element methods. Proc. Royal Soc. 2005, 461:2043-2070.
31. Sheng X., Jones C.J.C., Thompson D.J. Prediction of ground vibration from trains using the wavenumber finite and boundary element methods. J. Sound Vibrat. 2006, 293:575-586.
32. Stamos A.A., Beskos D.E. 3-D seismic response analysis of long lined tunnels in half-space. Soil Dynam. Earthq. Engrg. 1996, 15:111-118.
33. Tadeu A.J.B., Antonio J.M.P., Kausel E. 3D scattering of waves by a cylindrical irregular cavity of infinite length in a homogeneous elastic medium. Comput. Methods Appl. Mech. Engrg. 2002, 191:3015-3033.
34. Tadeu A.J.B., Kausel E. Green's functions for two-and-a-half-dimensional elastodynamic problems. ASCE J. Engrg. Mech. 2000, 126(10):1093-1096.