10. Bibliography#

  1. Idriss, I.M., Seed, H.B., 1967. « Response of Horizontal Soil Layers During Earthquakes » Soil Mechanics and Bituminous Materials Research Laboratory, University of California, Berkeley, CA.

  2. Schnabel, P.B., Lysmer, J., Lysmer, J., J., Seed, H.B., 1972. SHAKE: A Computer Program for Earth- quake Ground Response Analysis for Horizontally Layered Sites. Report No: EERC 72-12. Earthquake Engineering Research Center, University of California, Berkeley, CA.

  3. Vandeputte, D., Dévesa G., 2014, » Seismic response of a soil column with Code_Aster Equivalent linear method « - CEIDRE TEGG — Presentation to the Code_Aster user day 18 March 2014

    < https://www.code-aster.org/V2/UPLOAD/DOC /Presentation/10-vandeputte-expose.pdf >` https://www.code-aster.org/V2/UPLOAD/DOC /presentation/10-vandeputte-expose.pdf`_.

  4. Yoshida, N., Iai, S., « Nonlinear site response and its evaluation and prediction », Proc. 2nd International Symposium on the Effect of Surface Geology on Seismic Motion, Yokosuaka, Japan, Yokosuaka, Japan, pp. 71-90, 1998.

  5. Bardet, J.P., Ichii, I, I, « EERA A computer Program for Equivalent-linear Earthquake site Response Analyses of Layered Soil Deposits » University of Southern California, I, I, « A computer Program for Equivalent-linear Earthquake site Response Analyses of Layered Soil Deposits » University of

  6. Clouteau, D., « Report CRSA/EDF - DRD Contract T62/F28242 Promiss-cyberquake-code_aster coupling ».

  7. Kramer, S.L., 1996. Prentice Hall, Upper Saddle River, NJ. Geotechnical Earthquake Engineering.

  8. Schnabel, P.B., Lysmer, J., J., Seed, H.B., 2012. Computer Program SHAKE: A Computer Program for Earthquake Response Analysis of Horizontally Layered Sites. University of California, Berkeley, CA.

  9. Hashash, Y.M.A, Groholski, D.R., D.R., Phillips, C.A., Phillips, C.A., Park, D, Musgrove, M., 2012. « DEEPSOIL 5.1, User Manual and Tutorial. » 107 pp.

  10. Idriss, I.M., Sun, J.I., 1992. User’s Manual for SHAKE91: A Computer Program for Conducting Equivalent Linear Seismic Response Analyses of Horizontally Layered Soil Deposits.

  11. Dickenson, S.E., Ph.D. Dissertation 1994. Dynamic Response of Soft and Deep Cohesive Soils During the Loma Prieta Earthquake of October, 17, 1989. University of California, Berkeley, CA.

  12. Yoshida, N., Kobayashi, S., S., Suetomi, I., Muira, K., 2002. Equivalent linear method considering frequency dependent characteristics of stiffness and damping. Soil Dyn. Earthquake Eng. 22, 205—222.

  13. Assimaki, D., Kausel, E., E., Whittle, A., 2000. Model for dynamic shear modulus and damping for granular soils. ASCE J. Geotech. Geoenvironment. Eng. 126, 859—869.

  14. Furumoto, Y., Sugito, M., Yashima. A. Frequency dependent equivalent linearized technique for FEM response analysis of ground. The 12th World Conference on Earthquake Engineering, 2000.

  15. Kwak, D-Y-K., Jeong, C-G., Comparison of frequency dependent equivalent linear analysis methods, The 14th World Conference on Earthquake Engineering, 2008.

  16. Kteich, Z., Labbé, P., P., Javelaud, P., Javelaud, E., E., Bennabi, A., Semblat, J.-F. Coupled approach for estimating seismically induced liquefaction and settlements in Urayasu City during the 2011 Great East Japan Earthquake, Soils and Foundations, in revision.

  17. Byrne, Peter M., 1991. A Cyclic Shear-Volume Coupling and Pore Pressure Model for Sand. International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics.

  18. Martin, G.R., Finn, W.D.L. and Seed, H.B., 1975. Fundamentals of liquefaction under cyclic loading. Journal of the Geotechnical Engineering Division, ASCE, 101 (GT5): 423-438.

  19. Wu, G., 1996. Volume change and residual pore water pressure of saturated granular soils to blast loads. A research report submitted to the Natural Sciences and Engineering Research Council of Canada. AGRA Earth & Environmental Ltd., Burnaby

  20. Wu, G., 2001. Earthquake induced deformation analyses of the Upper San Fernando dam under the 1971 San Fernando earthquake. Canadian Geotechnical Journal, 38:1-15