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Tsatsis, Angelos / Alvertos, Antonios / Gerolymos, Nikos (2022): Fragility analysis of a pipeline under slope failure-induced displacements occurring parallel to its axis. Dans: Engineering Structures, v. 262 (juillet 2022).
https://doi.org/10.1016/j.engstruct.2022.114331
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Anastasopoulos, Ioannis / Gerolymos, Nikos / Drosos, Vasileios / Kourkoulis, Rallis / Georgarakos, Takis / Gazetas, George (2007): Nonlinear Response of Deep Immersed Tunnel to Strong Seismic Shaking. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 133, n. 9 (septembre 2007).
https://doi.org/10.1061/(asce)1090-0241(2007)133:9(1067)
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Bazaios, Konstantinos / Gerolymos, Nikos / Bouckovalas, George / Chaloulos, Yannis K. (2022): SSI effects on seismic settlements of shallow foundations on sand. Dans: Soil Dynamics and Earthquake Engineering, v. 155 (avril 2022).
https://doi.org/10.1016/j.soildyn.2021.107025
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Gerolymos, Nikos / Vardoulakis, Ioannis / Gazetas, George (2007): A Thermo-Poro-Visco-Plastic Shear Band Model for Seismic Triggering and Evolution of Catastrophic Landslides. Dans: Soils and Foundations, v. 47, n. 1 (février 2007).
https://doi.org/10.3208/sandf.47.11
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Mucciacciaro, Michele / Gerolymos, Nikos / Sica, Stefania (2020): Seismic response of caisson-supported bridge piers on viscoelastic soil. Dans: Soil Dynamics and Earthquake Engineering, v. 139 (décembre 2020).
https://doi.org/10.1016/j.soildyn.2020.106341
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Zafeirakos, Athanasios / Gerolymos, Nikos (2014): Towards a seismic capacity design of caisson foundations supporting bridge piers. Dans: Soil Dynamics and Earthquake Engineering, v. 67 (décembre 2014).
https://doi.org/10.1016/j.soildyn.2014.09.002
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Gerolymos, Nikos / Gazetas, George (2006): Winkler model for lateral response of rigid caisson foundations in linear soil. Dans: Soil Dynamics and Earthquake Engineering, v. 26, n. 5 (mai 2006).
https://doi.org/10.1016/j.soildyn.2005.12.003
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Gerolymos, Nikos / Gazetas, George (2006): Development of Winkler model for static and dynamic response of caisson foundations with soil and interface nonlinearities. Dans: Soil Dynamics and Earthquake Engineering, v. 26, n. 5 (mai 2006).
https://doi.org/10.1016/j.soildyn.2005.12.002
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Gerolymos, Nikos / Gazetas, George (2006): Static and dynamic response of massive caisson foundations with soil and interface nonlinearities—validation and results. Dans: Soil Dynamics and Earthquake Engineering, v. 26, n. 5 (mai 2006).
https://doi.org/10.1016/j.soildyn.2005.12.001
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Gerolymos, Nikos / Gazetas, George (2007): A model for grain-crushing-induced landslides—Application to Nikawa, Kobe 1995. Dans: Soil Dynamics and Earthquake Engineering, v. 27, n. 9 (septembre 2007).
https://doi.org/10.1016/j.soildyn.2007.01.003
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Gerolymos, Nikos / Zafeirakos, Athanasios / Karapiperis, Konstantinos (2015): Generalized failure envelope for caisson foundations in cohesive soil: Static and dynamic loading. Dans: Soil Dynamics and Earthquake Engineering, v. 78 (novembre 2015).
https://doi.org/10.1016/j.soildyn.2015.07.012
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Tasiopoulou, Panagiota / Gerolymos, Nikos (2016): Constitutive modeling of sand: Formulation of a new plasticity approach. Dans: Soil Dynamics and Earthquake Engineering, v. 82 (mars 2016).
https://doi.org/10.1016/j.soildyn.2015.12.014
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Gerolymos, Nikos / Escoffier, Sandra / Gazetas, George / Garnier, Jacques (2009): Numerical modeling of centrifuge cyclic lateral pile load experiments. Dans: Earthquake Engineering and Engineering Vibration, v. 8, n. 1 (mars 2009).
https://doi.org/10.1007/s11803-009-9005-8
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Drosos, Vasileios A. / Gerolymos, Nikos / Gazetas, George (2012): Constitutive model for soil amplification of ground shaking: Parameter calibration, comparisons, validation. Dans: Soil Dynamics and Earthquake Engineering, v. 42 (novembre 2012).
https://doi.org/10.1016/j.soildyn.2012.06.003
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Gerolymos, Nikos / Apostolou, Marios / Gazetas, George (2005): Neural network analysis of overturning response under near-fault type excitation. Dans: Earthquake Engineering and Engineering Vibration, v. 4, n. 2 (décembre 2005).
https://doi.org/10.1007/s11803-005-0004-0
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Kampitsis, Andreas E. / Giannakos, Spyros / Gerolymos, Nikos / Sapountzakis, Evangelos J. (2015): Soil–pile interaction considering structural yielding: Numerical modeling and experimental validation. Dans: Engineering Structures, v. 99 (septembre 2015).
https://doi.org/10.1016/j.engstruct.2015.05.004
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Zafeirakos, Athanasios / Gerolymos, Nikos (2013): On the seismic response of under-designed caisson foundations. Dans: Bulletin of Earthquake Engineering, v. 11, n. 5 (mars 2013).
https://doi.org/10.1007/s10518-013-9465-0
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Gerolymos, Nikos / Giannakou, Amalia / Anastasopoulos, Ioannis / Gazetas, George (2008): Evidence of beneficial role of inclined piles: observations and summary of numerical analyses. Dans: Bulletin of Earthquake Engineering, v. 6, n. 4 (août 2008).
https://doi.org/10.1007/s10518-008-9085-2
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Gerolymos, Nikos / Drosos, V. / Gazetas, G. (2009): Seismic response of single-column bent on pile: evidence of beneficial role of pile and soil inelasticity. Dans: Bulletin of Earthquake Engineering, v. 7, n. 2 (mars 2009).
https://doi.org/10.1007/s10518-009-9111-z
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Anastasopoulos, Ioannis / Gerolymos, Nikos / Drosos, Vasileios / Georgarakos, Takis / Kourkoulis, Rallis / Gazetas, George (2007): Behaviour of deep immersed tunnel under combined normal fault rupture deformation and subsequent seismic shaking. Dans: Bulletin of Earthquake Engineering, v. 6, n. 2 (septembre 2007).
https://doi.org/10.1007/s10518-007-9055-0