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Nikos Gerolymos ORCID

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Tsatsis, Angelos / Alvertos, Antonios / Gerolymos, Nikos (2022): Fragility analysis of a pipeline under slope failure-induced displacements occurring parallel to its axis. In: Engineering Structures, v. 262 (July 2022).

    https://doi.org/10.1016/j.engstruct.2022.114331

  2. Anastasopoulos, Ioannis / Gerolymos, Nikos / Drosos, Vasileios / Kourkoulis, Rallis / Georgarakos, Takis / Gazetas, George (2007): Nonlinear Response of Deep Immersed Tunnel to Strong Seismic Shaking. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 133, n. 9 (September 2007).

    https://doi.org/10.1061/(asce)1090-0241(2007)133:9(1067)

  3. Bazaios, Konstantinos / Gerolymos, Nikos / Bouckovalas, George / Chaloulos, Yannis K. (2022): SSI effects on seismic settlements of shallow foundations on sand. In: Soil Dynamics and Earthquake Engineering, v. 155 (April 2022).

    https://doi.org/10.1016/j.soildyn.2021.107025

  4. Gerolymos, Nikos / Vardoulakis, Ioannis / Gazetas, George (2007): A Thermo-Poro-Visco-Plastic Shear Band Model for Seismic Triggering and Evolution of Catastrophic Landslides. In: Soils and Foundations, v. 47, n. 1 (February 2007).

    https://doi.org/10.3208/sandf.47.11

  5. Mucciacciaro, Michele / Gerolymos, Nikos / Sica, Stefania (2020): Seismic response of caisson-supported bridge piers on viscoelastic soil. In: Soil Dynamics and Earthquake Engineering, v. 139 (December 2020).

    https://doi.org/10.1016/j.soildyn.2020.106341

  6. Zafeirakos, Athanasios / Gerolymos, Nikos (2014): Towards a seismic capacity design of caisson foundations supporting bridge piers. In: Soil Dynamics and Earthquake Engineering, v. 67 (December 2014).

    https://doi.org/10.1016/j.soildyn.2014.09.002

  7. Gerolymos, Nikos / Gazetas, George (2006): Winkler model for lateral response of rigid caisson foundations in linear soil. In: Soil Dynamics and Earthquake Engineering, v. 26, n. 5 (May 2006).

    https://doi.org/10.1016/j.soildyn.2005.12.003

  8. Gerolymos, Nikos / Gazetas, George (2006): Development of Winkler model for static and dynamic response of caisson foundations with soil and interface nonlinearities. In: Soil Dynamics and Earthquake Engineering, v. 26, n. 5 (May 2006).

    https://doi.org/10.1016/j.soildyn.2005.12.002

  9. Gerolymos, Nikos / Gazetas, George (2006): Static and dynamic response of massive caisson foundations with soil and interface nonlinearities—validation and results. In: Soil Dynamics and Earthquake Engineering, v. 26, n. 5 (May 2006).

    https://doi.org/10.1016/j.soildyn.2005.12.001

  10. Gerolymos, Nikos / Gazetas, George (2007): A model for grain-crushing-induced landslides—Application to Nikawa, Kobe 1995. In: Soil Dynamics and Earthquake Engineering, v. 27, n. 9 (September 2007).

    https://doi.org/10.1016/j.soildyn.2007.01.003

  11. Gerolymos, Nikos / Zafeirakos, Athanasios / Karapiperis, Konstantinos (2015): Generalized failure envelope for caisson foundations in cohesive soil: Static and dynamic loading. In: Soil Dynamics and Earthquake Engineering, v. 78 (November 2015).

    https://doi.org/10.1016/j.soildyn.2015.07.012

  12. Tasiopoulou, Panagiota / Gerolymos, Nikos (2016): Constitutive modeling of sand: Formulation of a new plasticity approach. In: Soil Dynamics and Earthquake Engineering, v. 82 (March 2016).

    https://doi.org/10.1016/j.soildyn.2015.12.014

  13. Gerolymos, Nikos / Escoffier, Sandra / Gazetas, George / Garnier, Jacques (2009): Numerical modeling of centrifuge cyclic lateral pile load experiments. In: Earthquake Engineering and Engineering Vibration, v. 8, n. 1 (March 2009).

    https://doi.org/10.1007/s11803-009-9005-8

  14. Drosos, Vasileios A. / Gerolymos, Nikos / Gazetas, George (2012): Constitutive model for soil amplification of ground shaking: Parameter calibration, comparisons, validation. In: Soil Dynamics and Earthquake Engineering, v. 42 (November 2012).

    https://doi.org/10.1016/j.soildyn.2012.06.003

  15. Gerolymos, Nikos / Apostolou, Marios / Gazetas, George (2005): Neural network analysis of overturning response under near-fault type excitation. In: Earthquake Engineering and Engineering Vibration, v. 4, n. 2 (December 2005).

    https://doi.org/10.1007/s11803-005-0004-0

  16. Kampitsis, Andreas E. / Giannakos, Spyros / Gerolymos, Nikos / Sapountzakis, Evangelos J. (2015): Soil–pile interaction considering structural yielding: Numerical modeling and experimental validation. In: Engineering Structures, v. 99 (September 2015).

    https://doi.org/10.1016/j.engstruct.2015.05.004

  17. Zafeirakos, Athanasios / Gerolymos, Nikos (2013): On the seismic response of under-designed caisson foundations. In: Bulletin of Earthquake Engineering, v. 11, n. 5 (March 2013).

    https://doi.org/10.1007/s10518-013-9465-0

  18. Gerolymos, Nikos / Giannakou, Amalia / Anastasopoulos, Ioannis / Gazetas, George (2008): Evidence of beneficial role of inclined piles: observations and summary of numerical analyses. In: Bulletin of Earthquake Engineering, v. 6, n. 4 (August 2008).

    https://doi.org/10.1007/s10518-008-9085-2

  19. Gerolymos, Nikos / Drosos, V. / Gazetas, G. (2009): Seismic response of single-column bent on pile: evidence of beneficial role of pile and soil inelasticity. In: Bulletin of Earthquake Engineering, v. 7, n. 2 (March 2009).

    https://doi.org/10.1007/s10518-009-9111-z

  20. 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. In: Bulletin of Earthquake Engineering, v. 6, n. 2 (September 2007).

    https://doi.org/10.1007/s10518-007-9055-0

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