| Soil failure can be used for seismic protection of structures I Anastasopoulos, G Gazetas, M Loli, M Apostolou, N Gerolymos Bulletin of Earthquake Engineering 8, 309-326, 2010 | 325 | 2010 |
| Winkler model for lateral response of rigid caisson foundations in linear soil N Gerolymos, G Gazetas Soil Dynamics and Earthquake Engineering 26 (5), 347-361, 2006 | 239 | 2006 |
| Nonlinear response of deep immersed tunnel to strong seismic shaking I Anastasopoulos, N Gerolymos, V Drosos, R Kourkoulis, T Georgarakos, ... Journal of Geotechnical and Geoenvironmental Engineering 133 (9), 1067-1090, 2007 | 236 | 2007 |
| Development of Winkler model for static and dynamic response of caisson foundations with soil and interface nonlinearities N Gerolymos, G Gazetas Soil Dynamics and Earthquake Engineering 26 (5), 363-376, 2006 | 189 | 2006 |
| Seismic behaviour of flexible retaining systems subjected to short-duration moderately strong excitation G Gazetas, PN Psarropoulos, I Anastasopoulos, N Gerolymos Soil Dynamics and Earthquake Engineering 24 (7), 537-550, 2004 | 176 | 2004 |
| Behaviour of deep immersed tunnel under combined normal fault rupture deformation and subsequent seismic shaking I Anastasopoulos, N Gerolymos, V Drosos, T Georgarakos, R Kourkoulis, ... Bulletin of Earthquake Engineering 6, 213-239, 2008 | 172 | 2008 |
| Evidence of beneficial role of inclined piles: observations and summary of numerical analyses N Gerolymos, A Giannakou, I Anastasopoulos, G Gazetas Bulletin of Earthquake Engineering 6, 705-722, 2008 | 152 | 2008 |
| Seismic behavior of batter piles: elastic response A Giannakou, N Gerolymos, G Gazetas, T Tazoh, I Anastasopoulos Journal of Geotechnical and Geoenvironmental Engineering 136 (9), 1187-1199, 2010 | 145 | 2010 |
| Constitutive model for 1-D cyclic soil behaviour applied to seismic analysis of layered deposits N Gerolymos, G Gazetas Soils and Foundations 45 (3), 147-159, 2005 | 131 | 2005 |
| Static and dynamic response of massive caisson foundations with soil and interface nonlinearities—validation and results N Gerolymos, G Gazetas Soil Dynamics and Earthquake Engineering 26 (5), 377-394, 2006 | 129 | 2006 |
| International benchmark on numerical simulations for 1D, nonlinear site response (PRENOLIN): Verification phase based on canonical cases J Régnier, LF Bonilla, PY Bard, E Bertrand, F Hollender, H Kawase, ... Bulletin of the Seismological Society of America 106 (5), 2112-2135, 2016 | 127 | 2016 |
| PRENOLIN: International benchmark on 1D nonlinear site‐response analysis—Validation phase exercise J Régnier, L Bonilla, PY Bard, E Bertrand, F Hollender, H Kawase, ... Bulletin of the Seismological Society of America 108 (2), 876-900, 2018 | 117 | 2018 |
| Cyclic lateral response of piles in dry sand: Finite element modeling and validation S Giannakos, N Gerolymos, G Gazetas Computers and Geotechnics 44, 116-131, 2012 | 117 | 2012 |
| Phenomenological model applied to inelastic response of soil-pile interaction systems N Gerolymos, G Gazetas Soils and foundations 45 (4), 119-132, 2005 | 93 | 2005 |
| Seismic soil–pile–structure kinematic and inertial interaction—A new beam approach AE Kampitsis, EJ Sapountzakis, SK Giannakos, NA Gerolymos Soil Dynamics and Earthquake Engineering 55, 211-224, 2013 | 87 | 2013 |
| Response of three Athens metro underground structures in the 1999 Parnitha earthquake G Gazetas, N Gerolymos, I Anastasopoulos Soil Dynamics and Earthquake Engineering 25 (7-10), 617-633, 2005 | 85 | 2005 |
| A model for grain-crushing-induced landslides—Application to Nikawa, Kobe 1995 N Gerolymos, G Gazetas Soil Dynamics and Earthquake Engineering 27 (9), 803-817, 2007 | 72 | 2007 |
| Numerical modeling of centrifuge cyclic lateral pile load experiments N Gerolymos, S Escoffier, G Gazetas, J Garnier Earthquake Engineering and Engineering Vibration 8 (1), 61-76, 2009 | 69 | 2009 |
| Constitutive modeling of sand: Formulation of a new plasticity approach P Tasiopoulou, N Gerolymos Soil Dynamics and Earthquake Engineering 82, 205-221, 2016 | 66 | 2016 |
| Seismic response of bridge pier on rigid caisson foundation in soil stratum C Tsigginos, N Gerolymos, D Assimaki, G Gazetas Earthquake Engineering and Engineering Vibration 7 (1), 33-43, 2008 | 59 | 2008 |
George GazetasNational Technical University of Athens在 central.ntua.gr 的电子邮件经过验证
