A non-parametric probabilistic model for ground-borne vibrations in buildings

Probabilistic Engineering Mechanics

Volumn 21, Issue 1, 2006, Pages 18-34

  Arnst, M ^a,b   Clouteau, D ^a   Chebli, H ^a   Othman, R ^a   Degrande, G ^b  

^a ECOLE CENTRALE PARIS   (France)

^b UNIVERSITY OF LEUVEN   (Belgium)

Author keywords

Building; Coupled FE BE formulation; Non parametric probabilistic model; Prediction accuracy; Soil structure interaction; Tunnel

Indexed keywords

BOUNDARY ELEMENT METHOD; BUILDINGS; FINITE ELEMENT METHOD; FREQUENCIES; PROBABILITY; SOIL STRUCTURE INTERACTIONS; TUNNELS; VIBRATIONS (MECHANICAL);

COUPLED FE-BE FORMULATION; NON-PARAMETRIC PROBABILISTIC MODELS; PREDICTION ACCURACY;

MATHEMATICAL MODELS;

EID: 28244435207     PISSN: 02668920     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.probengmech.2005.06.004     Document Type: Article

References (33)

1. G. Lombaert, and G. Degrande The experimental validation of a numerical model for the prediction of the vibration in the free field produced by road traffic J Sound Vibr 262 2003 309 331
2. G. Degrande, and G. Lombaert An efficient formulation of Krylov's prediction model for train induced vibration based on the dynamic reciprocity theorem J Acoust Soc Am 110 3 2001 1379 1390
3. D. Clouteau, M. Arnst, T.M. Al-Hussaini, and G. Degrande Freefield vibrations due to dynamic loading on a tunnel embedded in a stratified medium J Sound Vibr 238 1-2 2005 173 199
4. R.R. Craig, and C.C. Bampton Coupling of substructures for dynamic analysis AIAA J 6 7 1968 1313 1319
5. D. Aubry, and D. Clouteau A subdomain approach to dynamic soil-structure interaction V. Davidovici R. Clough Recent advances in earthquake engineering and structural dynamics 1992 OUEST Editions/AFPS Nantes 251 272
6. D. Clouteau, and D. Aubry A subdomain approach to dynamic soil-structure interaction W.S. Hall G. Oliveto Boundary element methods for soil-structure interaction 2003 Springer 61 125
7. M.J. Friswell, and J.E. Mottershead Finite element model updating in structural dynamics 1995 Kluwer Dordrecht, The Netherlands
8. P. Gibert Low and medium frequencies in highly heterogeneous structures Comptes Rendus de l'Académie des Sciences, Série II 295 1982 951 954
9. H.J.-P. Morand, and R. Ohayon Fluid structure interaction 1995 Wiley New York
10. E. Balmès High modal density, curve veering, localization: a different perspective on the structural response J Sound Vibr 161 2 1993 358 363
11. E. Savin Midfrequency vibrations of a complex structure: experiments and comparison with numerical simulations AIAA J 40 9 2002 1876 1884
12. S. Adhikari, and S. Manohar Dynamic analysis of frame structures with statistical uncertainties Int J Numer Methods Eng 44 1999 1157 1178
13. S. Dey, J.J. Shirron, and S. Couchman Mid-frequency structural acoustic and vibration analysis in arbitrary, curved three-dimensional domains Comput Struct 79 6 2001 617 629
14. H. Ben Dhia Numerical modeling of multiscale mechanical problems: the Arlequin method Comptes Rendus de l'Académie des Sciences, Série IIb 326 12 1998 899 904
15. R.S. Langley, and P. Bremner A hybrid method for the vibration analysis of complex structural-acoustic systems J Acoust Soc Am 105 3 1999 1657 1671
16. C. Soize Reduced models in the medium frequency range for general dissipative structural-dynamics systems Eur J Mech A-Solids 17 4 1998 657 685
17. A. Sarkar, and R. Ghanem Mid-Frequency structural dynamics with parameter uncertainty Comput Methods Appl Mech Eng 191 2002 5499 5513
18. R.A. Ibrahim Structural dynamics with parameter uncertainties ASME Appl Mech Rev 40 3 1987 309 328
19. C.S. Manohar, and R.A. Ibrahim Progress in structural dynamics with stochastic parameter variations 1987-1998 ASME Appl Mech Rev 52 5 1999 177 197
20. R. Ghanem, and P. Spanos Stochastic finite elements: a spectral approach 1991 Springer
21. B.R. Mace, and J. Shorter A local modal/perturbational method for estimating frequency response statistics of built-up structures with uncertain properties J Sound Vibr 242 5 2001 793 811
22. S.H. Chen, Z.P. Qiu, and S. Liu A method for computing eigenvalue bounds in structural vibration systems with interval parameters Comput Struct 51 3 1994 309 313
23. C. Soize Maximum entropy approach for modeling random uncertainties in transient elastodynamics J Acoust Soc Am 109 5 2001 1979 1996
24. C. Soize A non-parametric model of random uncertainties for reduced matrix models in structural dynamics Probabil Eng Mech 15 3 2000 277 294
25. E.T. Jaynes Information theory and statistical mechanics Phys Rev 106 4 1957 620 630
26. J.N. Kapur, and H.K. Kesavan Entropy optimisation principles with applications 1992 Academic Press San Diego
27. Chebli H. Modélisation des incertitudes aléatoires non homogènes en dynamique des structures pour le domaine des basses fréquences. PhD thesis, Conservatoire Nationale des Arts et Métiers, France, 2002.
28. Pyl L, Degrande G. Determination of the dynamic soil characteristics with the SASW method at the site of Cité Universitaire in Paris. Report BWM-2002-08, Department of Civil Engineering K.U.Leuven, October 2002. CONVURT EC-Growth Project G3RD-CT-2000-00381.
29. Chatterjee P, Degrande G, Jacobs S, Charlier J, Bouvet P, Brassenx D. Experimental results of free field and structural vibrations due to underground railway traffic. In: 10th international congress on sound and vibration, Stockholm, Sweden, July 2003.
30. Coster C. Vibrations due to underground railway traffic. Master's thesis, Ecole Supérieure de Mécanique de Marseille and Department of Civil Engineering, K.U. Leuven, France; 2001.
31. Arnst M. Three-dimensional modelling of free field and structural vibration due to harmonic and transient loading in a tunnel. Master's thesis, Department of Civil Engineering, K.U. Leuven and Ecole Centrale Paris, Belgium; 2003.
32. W. Heylen, S. Lammens, and P. Sas Modal analysis theory and testing 1995 K.U. Leuven Press Leuven, Belgium
33. Balmès E. Structural dynamics toolbox, user's guide, version 5.1. Scientific Software Group, 2004.