The influence of dynamic soil-structure interaction on traffic induced vibrations in buildings

Soil Dynamics and Earthquake Engineering

Volumn 27, Issue 7, 2007, Pages 655-674

  Francois S ^a   Pyl, L ^a   Masoumi, H R ^a   Degrande, G ^a  

^a UNIVERSITY OF LEUVEN   (Belgium)

Author keywords

Dynamic soil structure interaction; Traffic induced vibrations in buildings

Indexed keywords

BUILDINGS; DYNAMIC RESPONSE; FOUNDATIONS; VIBRATIONS (MECHANICAL);

BOX FOUNDATION; SLAB FOUNDATION; STRIP FOUNDATION; TRAFFIC INDUCED WAVE FIELDS;

SOIL STRUCTURE INTERACTIONS;

BUILDING; DYNAMIC RESPONSE; FOUNDATION; INDUCED SEISMICITY; SOIL-STRUCTURE INTERACTION; VIBRATION; WAVE FIELD;

EID: 33947096041     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2006.11.008     Document Type: Article

References (37)

1. Beskos DE, Krauthammer T, Vardoulakis I, editors. Dynamic soil-structure interaction. A.A. Balkema; 1984.
2. Veletsos A.S., and Meek J.W. Dynamic behaviour of building-foundation systems. Earthquake Eng Struct Dyn 3 (1974) 121-138
3. Antes H, Spyrakos CC. Soil-structure interaction. In: Beskos DE, Anagnostopoulos SA, editors. Computer analysis and design of earthquake resistant structures: a handbook. Advances in earthquake engineering, vol. 3. 1997. p. 271-332.
4. Luco J.E. Linear soil-structure interaction: a review. Appl Mech Div, ASME 53 (1982) 41-57
5. Wolf J.P., and Song C.M. Some cornerstones of dynamic soil-structure interaction. Eng Struct 24 (2002) 13-28
6. Wolf J.P. Dynamic soil-structure interaction (1985), Prentice-Hall, Englewood Cliffs, New Jersey
7. Aubry D, Clouteau D. A subdomain approach to dynamic soil-structure interaction. In: Davidovici V, Clough RW, editors. Recent advances in earthquake engineering and structural dynamics. Nantes: Ouest Editions/AFPS;1992. p. 251-72.
8. François S., Lombaert G., and Degrande G. Local and global shape functions in a boundary element method for the calculation of traffic induced vibrations. Soil Dyn Earthquake Eng 25 11 (2005) 839-856
9. Grundmann H., Lieb M., and Trommer E. The response of a layered half-space to traffic loads moving along its surface. Arch Appl Mech 69 (1999) 55-67
10. Lombaert G. 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.
11. Ekevid T., and Wiberg N.-E. Wave propagation related to high-speed train. A scaled boundary FE-approach for unbounded domains. Comput Meth Appl Mech Eng 191 (2002) 3947-3964
12. Sheng X., Jones C.J.C., and Thompson D.J. A theoretical model for ground vibration from trains generated by vertical track irregularities. J Sound Vib 272 3-5 (2004) 937-965
13. Sheng X., Jones C.J.C., and Thompson D.J. A theoretical study of the influence of the track on train-induced ground vibration. J Sound Vib 272 3-5 (2004) 909-936
14. Sheng X., Jones C.J.C., and Thompson D.J. Responses of infinite periodic structures to moving or stationary harmonic loads. J Sound Vib 282 (2005) 125-149
15. Takemiya H. Simulation of track-ground vibrations due to a high-speed train: the case of X-2000 at Ledsgard. J Sound Vib 261 (2003) 503-526
16. Andersen L., and Nielsen S.R.K. Boundary element analysis of the steady-state response of an elastic half-space to a moving force on its surface. Eng Anal Boundary Elements 27 (2003) 23-38
17. Metrikine A.V., and Popp K. Instability of vibrations of an oscillator moving along a beam on an elastic half-space. Eur J Mech, A/Solids 18 2 (1999) 331-349
18. Metrikine A.V., Verichev S.N., and Blauwendraad J. Stability of a two-mass oscillator moving on a beam supported by a visco-elastic half-space. Int J Solids Struct 42 (2005) 1187-1207
19. Theodorakopoulos D.D., and Beskos D.E. Application of Biot's poroelasticity to some soil dynamics problems in civil engineering. Soil Dyn Earthquake Eng 26 (2006) 666-679
20. Clouteau D., Degrande G., and Lombaert G. Numerical modelling of traffic induced vibrations. Meccanica 36 4 (2001) 401-420
21. Pyl L. Development and experimental validation of a numerical model for traffic induced vibrations in buildings. PhD thesis, Department of Civil Engineering, K.U. Leuven; 2004.
22. Pyl L., Degrande G., and Clouteau D. Validation of a source-receiver model for road traffic induced vibrations in buildings. II: Receiver model. J Eng Mech, Proc ASCE 130 12 (2004) 1394-1406
23. Pyl L., Degrande G., Lombaert G., and Haegeman W. Validation of a source-receiver model for road traffic induced vibrations in buildings. I: Source model. J Eng Mech, Proc ASCE 130 12 (2004) 1377-1393
24. Prognosemodel trillingshinder. CUR-rapport 95-2, CUR, Gouda; 1995.
25. Watts GR. Traffic-induced ground-borne vibrations in dwellings. Technical report, Transport and Road Research Laboratory, Crowthorne, Berkshire; 1987.
26. Luco J.E., and Wong H.L. Seismic response of foundations embedded in a layered half-space. Earthquake Eng Struct Dyn 15 (1987) 233-247
27. Lombaert G., and Degrande G. Experimental validation of a numerical prediction model for free field traffic induced vibrations by in situ experiments. Soil Dyn Earthquake Eng 21 6 (2001) 485-497
28. Lombaert G., and Degrande G. The experimental validation of a numerical model for the prediction of the vibrations in the free field produced by road traffic. J Sound Vib 262 (2003) 309-331
29. Lombaert G., Degrande G., and Clouteau D. Numerical modelling of free field traffic induced vibrations. Soil Dyn Earthquake Eng 19 7 (2000) 473-488
30. Clouteau D. Propagation d'ondes dans des milieux hétérogènes. Application à la tenue des ouvrages sous séismes. PhD thesis, Laboratoire de Mécanique des Sols, Structures et Matériaux, Ecole Centrale de Paris; 1990.
31. Clouteau D. MISS Revision 6.2, Manuel Scientifique. Laboratoire de Mécanique des Sols, Structures et Matériaux, Ecole Centrale de Paris; 1999.
32. Clouteau D. MISS Revision 6.2, Manuel Utilisateur. Laboratoire de Mécanique des Sols, Structures et Matériaux, Ecole Centrale de Paris; 1999.
33. Craig R.J., and Bampton M. Coupling of substructures for dynamic analyses. AIAA J 6 7 (1968) 1313-1319
34. François S, Pyl L, Masoumi HR, Degrande G. Parametric study on determining factors for traffic induced vibrations in buildings. In: ISMA 2004 international conference on noise and vibration engineering, Leuven, Belgium; September 2004.
35. Bonnet M. Boundary integral equation methods for solids and fluids (1995), Wiley, England
36. Dominguez J. Boundary elements in dynamics (1993), Computational Mechanics Publications and Elsevier Applied Science, Southampton, Boston, London, New York
37. Pyl L., Clouteau D., and Degrande G. A weakly singular boundary integral equation in elastodynamics for heterogeneous domains mitigating fictitious eigenfrequencies. Eng Anal Boundary Elem 28 12 (2004) 1493-1513