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G. Gazetas

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Loli, M. / Bransby, M. F. / Anastasopoulos, I. / Gazetas, G. (2012): Interaction of caisson foundations with a seismically rupturing normal fault: centrifuge testing versus numerical simulation. Dans: Géotechnique, v. 62, n. 1 (janvier 2012).

    https://doi.org/10.1680/geot.9.P.153

  2. Dakoulas, P. / Gazetas, G. (2008): Insight into seismic earth and water pressures against caisson quay walls. Dans: Géotechnique, v. 58, n. 2 (mars 2008).

    https://doi.org/10.1680/geot.2008.58.2.95

  3. Gazetas, G. / DebChaudhury, A. / Gasparini, D. A. (1981): Random vibration analysis for the seismic response of earth dams. Dans: Géotechnique, v. 31, n. 2 (juin 1981).

    https://doi.org/10.1680/geot.1981.31.2.261

  4. Makris, N. / Gazetas, G. / Delis, E. (1996): Dynamic soil—pile—foundation—structure interaction: records and predictions. Dans: Géotechnique, v. 46, n. 1 (mars 1996).

    https://doi.org/10.1680/geot.1996.46.1.33

  5. Makris, N. / Gazetas, G. (1993): Displacement phase differences in a harmonically oscillating pile. Dans: Géotechnique, v. 43, n. 1 (mars 1993).

    https://doi.org/10.1680/geot.1993.43.1.135

  6. Garini, E. / Gazetas, G. / Anastasopoulos, I. (2011): Asymmetric ‘Newmark' sliding caused by motions containing severe ‘directivity' and ‘fling' pulses. Dans: Géotechnique, v. 61, n. 9 (septembre 2011).

    https://doi.org/10.1680/geot.9.P.070

  7. Michaelides, O. / Gazetas, G. / Bouckovalas, G. / Chrysikou, E. (1998): Approximate non-linear dynamic axial response of piles. Dans: Géotechnique, v. 48, n. 1 (février 1998).

    https://doi.org/10.1680/geot.1998.48.1.33

  8. Kavvads, M. / Gazetas, G. (1993): Kinematic seismic response and bending of free-head piles in layered soil. Dans: Géotechnique, v. 43, n. 2 (juin 1993).

    https://doi.org/10.1680/geot.1993.43.2.207

  9. Nikolaou, S. / Mylonakis, G. / Gazetas, G. / Tazoh, T. (2001): Kinematic pile bending during earthquakes: analysis and field measurements. Dans: Géotechnique, v. 51, n. 5 (juin 2001).

    https://doi.org/10.1680/geot.2001.51.5.425

  10. Gazetas, G. / Garini, E. / Anastasopoulos, I. / Georgarakos, T. (2009): Effects of Near-Fault Ground Shaking on Sliding Systems. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 135, n. 12 (décembre 2009).

    https://doi.org/10.1061/(ASCE)GT.1943-5606.0000174

  11. Anastasopoulos, I. / Gazetas, G. / Bransby, M. F. / Davies, M. C. R. / Nahas, A. El (2007): Fault Rupture Propagation through Sand: Finite-Element Analysis and Validation through Centrifuge Experiments. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 133, n. 8 (août 2007).

    https://doi.org/10.1061/(ASCE)1090-0241(2007)133:8(943)

  12. Gerolymos, N. / Anastasopoulos, I. / Gazetas, G. (2007): Opening ceremony shaft for the Athens 2004 Olympic Games. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 160, n. 2 (avril 2007).

    https://doi.org/10.1680/geng.2007.160.2.61

  13. Michaelides, Od / Bouckovalas, G. / Gazetas, G. (1998): Non-Linear Soil Properties and Impedances for Axially Vibrating Pile Elements. Dans: Soils and Foundations, v. 38, n. 3 (septembre 1998).

    https://doi.org/10.3208/sandf.38.3_129

  14. Sakellariadis, L. / Anastasopoulos, I. / Gazetas, G. (2020): Fukae bridge collapse (Kobe 1995) revisited: New insights. Dans: Soils and Foundations, v. 60, n. 6 (décembre 2020).

    https://doi.org/10.1016/j.sandf.2020.09.005

  15. Psarropoulos, P. N. / Tazoh, T. / Gazetas, G. / Apostolou, M. (2007): Linear and Nonlinear Valley Amplification Effects on Seismic Ground Motion. Dans: Soils and Foundations, v. 47, n. 5 (octobre 2007).

    https://doi.org/10.3208/sandf.47.857

  16. Fadaee, M. / Hashemi, K. / Farzaneganpour, F. / Anastasopoulos, I. / Gazetas, G. (2020): 3–storey building subjected to reverse faulting: Analysis and experiments. Dans: Soil Dynamics and Earthquake Engineering, v. 138 (novembre 2020).

    https://doi.org/10.1016/j.soildyn.2020.106297

  17. Tsiatas, G. / Gazetas, G. (1982): Plane-strain and shear-beam free vibration of earth dams. Dans: International Journal of Soil Dynamics and Earthquake Engineering, v. 1, n. 4 (octobre 1982).

    https://doi.org/10.1016/0261-7277(82)90018-3

  18. Younis, C. J. / Gazetas, G. (1996): Dynamic response of a tower-pier system on viscoelastic foundation with frictional interface. Dans: Engineering Structures, v. 18, n. 7 (juillet 1996).

    https://doi.org/10.1016/0141-0296(95)00165-4

  19. Dakoulas, P. / Vazouras, P. / Kallioglou, P. / Gazetas, G. (2018): Effective-stress seismic analysis of a gravity multi-block quay wall. Dans: Soil Dynamics and Earthquake Engineering, v. 115 (décembre 2018).

    https://doi.org/10.1016/j.soildyn.2018.08.032

  20. Gazetas, G. / Anastasopoulos, I. / Adamidis, O. / Kontoroupi, Th. (2013): Nonlinear rocking stiffness of foundations. Dans: Soil Dynamics and Earthquake Engineering, v. 47 (avril 2013).

    https://doi.org/10.1016/j.soildyn.2012.12.011

  21. Kouroussis, G. / Gazetas, G. / Anastasopoulos, I. / Conti, C. / Verlinden, O. (2011): Discrete modelling of vertical track–soil coupling for vehicle–track dynamics. Dans: Soil Dynamics and Earthquake Engineering, v. 31, n. 12 (décembre 2011).

    https://doi.org/10.1016/j.soildyn.2011.07.007

  22. Kourkoulis, R. / Anastasopoulos, I. / Gelagoti, F. / Gazetas, G. (2010): Interaction of foundation−structure systems with seismically precarious slopes: Numerical analysis with strain softening constitutive model. Dans: Soil Dynamics and Earthquake Engineering, v. 30, n. 12 (décembre 2010).

    https://doi.org/10.1016/j.soildyn.2010.05.001

  23. Anastasopoulos, I. / Gazetas, G. / Drosos, V. / Georgarakos, T. / Kourkoulis, R. (2008): Design of bridges against large tectonic deformation. Dans: Earthquake Engineering and Engineering Vibration, v. 7, n. 4 (décembre 2008).

    https://doi.org/10.1007/s11803-008-1001-x

  24. Garini, E. / Gazetas, G. / Anastasopoulos, I. (2017): Evidence of significant forward rupture directivity aggravated by soil response in an Mw 6 earthquake and the effects on monuments. Dans: Earthquake Engineering and Structural Dynamics, v. 46, n. 13 (25 octobre 2017).

    https://doi.org/10.1002/eqe.2895

  25. Anastasopoulos, I. / Callerio, A. / Bransby, M. F. / Davies, M. C. R. / Nahas, A. El / Faccioli, E. / Gazetas, G. / Masella, A. / Paolucci, R. / Pecker, A. / Rossignol, E. (2008): Numerical analyses of fault–foundation interaction. Dans: Bulletin of Earthquake Engineering, v. 6, n. 4 (août 2008).

    https://doi.org/10.1007/s10518-008-9078-1

  26. Faccioli, E. / Anastasopoulos, I. / Gazetas, G. / Callerio, A. / Paolucci, R. (2008): Fault rupture–foundation interaction: selected case histories. Dans: Bulletin of Earthquake Engineering, v. 6, n. 4 (août 2008).

    https://doi.org/10.1007/s10518-008-9089-y

  27. Gazetas, G. / Pecker, A. / Faccioli, E. / Paolucci, R. / Anastasopoulos, I. (2008): Preliminary design recommendations for dip-slip fault–foundation interaction. Dans: Bulletin of Earthquake Engineering, v. 6, n. 4 (août 2008).

    https://doi.org/10.1007/s10518-008-9082-5

  28. Adamidis, O. / Gazetas, G. / Anastasopoulos, I. / Argyrou, Ch. (2013): Equivalent-linear stiffness and damping in rocking of circular and strip foundations. Dans: Bulletin of Earthquake Engineering, v. 12, n. 3 (octobre 2013).

    https://doi.org/10.1007/s10518-013-9554-0

  29. Garini, E. / Makris, N. / Gazetas, G. (2014): Elastic and inelastic systems under near-fault seismic shaking: acceleration records versus optimally-fitted wavelets. Dans: Bulletin of Earthquake Engineering, v. 13, n. 2 (mai 2014).

    https://doi.org/10.1007/s10518-014-9631-z

  30. Makris, N. / Badoni, D. / Delis, E. / Gazetas, G. (1994): Prediction of Observed Bridge Response with Soil‐Pile‐Structure Interaction. Dans: Journal of Structural Engineering (ASCE), v. 120, n. 10 (octobre 1994).

    https://doi.org/10.1061/(asce)0733-9445(1994)120:10(2992)

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