Dynamic stiffness of foundations on inhomogeneous soils for a realistic prediction of vertical building resonance

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 134, Issue 3, 2008, Pages 328-340

  Auersch, Lutz ^a  

^a BAM FEDERAL INSTITUTE FOR MATERIALS RESEARCH AND TESTING   (Germany)

Author keywords

Foundations; Predictions; Resonance; Stiffness; Vibration

Indexed keywords

BUILDINGS; GREEN'S FUNCTION; RESONANCE; STIFFNESS; TRANSFER FUNCTIONS; VIBRATIONS (MECHANICAL);

DYNAMIC STIFFNESS MATRIX; FOUNDATION GEOMETRY;

SOIL STRUCTURE INTERACTIONS;

BUILDING; DYNAMIC ANALYSIS; FOUNDATION; GREEN FUNCTION; INHOMOGENEITY; LAYERED MEDIUM; PREDICTION; RESONANCE; SOIL MECHANICS; STIFFNESS; VIBRATION;

EID: 39549107119     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2008)134:3(328)     Document Type: Article

References (32)

1. ReferencesAuersch, L. (1988). "Wechselwirkung starrer und flexibler Strukturen mit dem Baugrund insbesondere bei Anregung durch Bodenerschütterungen." Forschungsbericht 151 Ph.D. thesis, Bundesanstalt für Materialforschung und - prüfung, Berlin.
2. Auersch, L. (1994). "Wave propagation in layered soil: Theoretical solution in wavenumber domain and experimental results of hammer and railway traffic excitation." J. Sound Vib. JSVIAG0022-460X10.1006/ jsvi.1994.1228, 173, 233-264.
3. Auersch, L. (1995). "Some effects of the layering of the soil on wave propagation and foundation vibration." Proc., 7th Conf. Soil Dynamics and Earthquake Engineering, Computational Mechanics Publ., Crete, Greece, 283-290.
4. Auersch, L. (2005). "Dynamics of the railway track and the underlying soil: The boundary-element solution, theoretical results and their experimental verification." Veh. Syst. Dyn. VSDYA40042-311410.1080/00423110412331307663, 43, 671-695.
5. Auersch, L., Said, S., Schmid, W., and Rücker, W. (2004). "Erschütterungen im Bauwesen: Messergebnisse an verschiedenen Gebäuden und eine einfache Berechnung von Fundament-, Wand- und Deckenschwingungen." Bauingenieur BANGAS0005-6650, 79, 185-192, and 291-299.
6. Auersch, L., and Schmid, G. (1990). "A simple boundary element formulation and its application to wavefield excited soil-structure interaction." Earthquake Eng. Struct. Dyn. IJEEBG0098-884710.1002/ eqe.4290190702, 19, 931-947.
7. Auersch, L., Semrau, N., Schmid, W., Said, S., and Rücker, W. (2002). "Theory and experiments on wave propagation, on track-soil and on soil-building interaction related to railway induced vibration." Proc., 5th Int. Conf. on Structural Dynamics (Eurodyn 2002), Swets and Zeitlinger, Munich, Germany, 1137-1142.
8. Barkan, D. (1962). Dynamics of bases and foundations, McGraw-Hill, New York.
9. Gazetas, G. (1983). "Analysis of machine foundation vibrations: State of the art." Soil Dyn. Earthquake Eng. SDEEEJ0267-726110.1016/ 0261-7277(83)90025-6, 2, 2-41.
10. Gazetas, G. (1987). "Simple physical methods for foundation impedances." Dynamic behaviour of foundations and buried structures, Elsevier Applied Science, London, New York, 45-94.
11. Gazetas, G., and Stokoe, K. (1991). "Free vibration of embedded foundations: Theory versus experiment." J. Geotech. Engrg. JGENDZ0733-941010.1061/(ASCE)0733-9410(1991)117:9(1382), 117(9), 1382-1401.
12. Holzlöhner, U. (1999). "Der nichtlineare heterogene Halbraum." Geotechnik ZZZZZZ0172-6145, 22, 96-113.
13. Jakobsen, J. (1989). "Transmission of ground borne vibration in buildings." Low Freq. Noise, Vib., Act. Control JLFCFA0263-0923, 8, 75-80.
14. Kalinchuk, V. V., Belyankova, T. I., and Tosecky, A. (2005). "The effective approach to the inhomogeneous media dynamics modelling." Proc., 6th Int. Conf. on Structural Dynamics (Eurodyn 2005), Millpress, Paris, 2199-2207.
15. Kausel, E. (1974). "Forced vibrations of circular foundations on layered media." Ph.D. thesis, Massachussetts Institute of Technology, Cambridge, Mass.
16. Kausel, E., and Roesset, J. M. (1981). "Stiffness matrices for layered soils." Bull. Seismol. Soc. Am. BSSAAP0037-1106, 71, 1743-1761.
17. Kim, S., and Stewart, J. (2003). "Kinematic soil-structure interaction from strong motion records." J. Geotech. Geoenviron. Eng. JGGEFK1090-024110.1061/(ASCE)1090-0241(2003)129:4(323), 129(4), 323-335.
18. Luco, J. (1974). "Impedance functions for a rigid foundation on a layered medium." Nucl. Eng. Des. NEDEAU0029-549310.1016/ 0029-5493(75)90142-9, 31, 204-217.
19. Meinhardt, C., and Wuttke, W. (2006). Erschütterungsmessungen bei Bahnverkehr an Gebäuden im Südosten von Berlin und Umgebung. Bericht zum BMBF-Vorhaben 19U0039B, Bundesanstalt für Materialforschung und -prüfung, Berlin.
20. Mylonakis, G., Nikolaou, S., and Gazetas, G. (2006). "Footings under seismic loading: Analysis and design issues with emphasis on bridge foundations." Soil Dyn. Earthquake Eng. SDEEEJ0267-726110.1016/j.soildyn.2005.12.005, 26, 824-853.
21. Nelson, J. T., and Saurenmann, H. J. (1983). "State of the art review: Prediction and control of ground-borne vibration from rail transit trains." Rep. No. UMTA-MA-06-0049-83-4, U.S. Dept. of Transportation, Washington, D.C.
22. Nii, Y. (1987). "Experimental half-space dynamic stiffness." J. Geotech. Engrg. JGENDZ0733-9410, 113(11), 1359-1373.
23. Reissner, E. (1936). "Stationäre axialsymmetrische durch eine schüttelnde Masse erregte Schwingungen eines homogenen elastischen Halbraumes." Ing.-Arch. INARAS0020-115410.1007/BF02090427, 7, 381-396.
24. Richart, F. E., Hall, J. R., and Wood, R. D. (1970). Vibrations of soils and foundations, Prentice-Hall, Englewood Cliffs, N.J.
25. Richart, F. E., and Whitman, R. V. (1967). "Comparison of footing vibration tests with theory." J. Soil Mech. and Found. Div. JSFEAQ0044-7994, 127, 863-898.
26. Rücker, W., Auersch, L., Gerstberger, U., and Meinhardt, C. (2005). "A practical method for the prediction of railway vibration." Proc., 6th Int. Conf. on Structural Dynamics (Eurodyn 2005), Millpress, Paris, France, 601-606.
27. Verbic, B., and Meler, S. (1991). "Experimentally determined impedance functions of surface foundations." Proc., 5th Conf. on Soil Dynamics and Earthquake Engineering, Karlsruhe, Germany, 479-489.
28. Vrettos, C. (1991). "Time-harmonic Boussinesq problem for a continuously nonhomogeneous soil." Earthquake Eng. Struct. Dyn. IJEEBG0098-884710.1002/eqe.4290201006, 20, 961-977.
29. Waas, G. (1972). "Linear two-dimensional analysis of soil dynamic problems in semi-infinite layered media." Ph.D. thesis, Univ. of California, Berkeley, Calif.
30. Waas, G., Hartmann, H., and Werkle, H. (1988). "Damping and stiffness of foundations on inhomogeneous media." Proc., World Conf. on Earthquake Engineering, Tokyo.
31. Wolf, J. (1985). Dynamic soil-structure interaction, Prentice-Hall, Englewood Cliffs, N.J.
32. Wolf, J. (1994). Foundation vibration analysis using simple physical models, Prentice-Hall, Englewood Cliffs, N.J.