| Geotechnical aspects of offshore wind turbine dynamics from 3D non-linear soil-structure simulations E Kementzetzidis, S Corciulo, WG Versteijlen, F Pisanò Soil Dynamics and Earthquake Engineering 120, 181-199, 2019 | 96 | 2019 |
| Estimation of the vibration decrement of an offshore wind turbine support structure caused by its interaction with soil WG Versteijlen, AV Metrikine, JS Hoving, E Smid, WE de Vries Proceedings of the EWEA Offshore 2011 Conference, Amsterdam, The Netherlands …, 2011 | 77 | 2011 |
| A method for identification of an effective Winkler foundation for large-diameter offshore wind turbine support structures based on in-situ measured small-strain soil response … WG Versteijlen, AV Metrikine, KN Van Dalen Engineering Structures 124, 221-236, 2016 | 37 | 2016 |
| Frequency effects in the dynamic lateral stiffness of monopiles in sand: insight from field tests and 3D FE modelling E Kementzetzidis, AV Metrikine, WG Versteijlen, F Pisanò Géotechnique 71 (9), 812-825, 2021 | 31 | 2021 |
| Effective soil-stiffness validation: Shaker excitation of an in-situ monopile foundation WG Versteijlen, FW Renting, PLC Van Der Valk, J Bongers, ... Soil Dynamics and Earthquake Engineering 102, 241-262, 2017 | 30 | 2017 |
| Assessing the small-strain soil stiffness for offshore wind turbines based on in situ seismic measurements WG Versteijlen, KN Van Dalen, AV Metrikine, L Hamre Journal of Physics: Conference Series 524 (1), 012088, 2014 | 23 | 2014 |
| 3D FE dynamic modelling of offshore wind turbines in sand: natural frequency evolution in the pre-to after-storm transition E Kementzetzidis, WG Versteijlen, A Nernheim, F Pisano Numerical Methods in Geotechnical Engineering IX, Volume 2, 1477-1484, 2018 | 19 | 2018 |
| Seismic inversion of soil damping and stiffness using multichannel analysis of surface wave measurements in the marine environment MA Armstrong, M Ravasio, WG Versteijlen, DJ Verschuur, AV Metrikine, ... Geophysical Journal International 221 (2), 1439-1449, 2020 | 9 | 2020 |
| Dynamic soil stiffness for foundation piles: Capturing 3D continuum effects in an effective, non-local 1D model WG Versteijlen, JM de Oliveira Barbosa, KN van Dalen, AV Metrikine International Journal of Solids and Structures 134, 272-282, 2018 | 8 | 2018 |
| Identification of effective 1D soil models for large-diameter offshore wind turbine foundations based on in-situ seismic measurements and 3D modelling P Versteijlen | 4 | 2018 |
| Method for extracting an equivalent Winkler model of the 3D dynamic soil-structure interaction of large-diameter offshore monopile foundations WGVJM de Oliveira Barbosa, KNDAV Metrikine | 3 | |
| Effective stiffness method for rigid monopile foundations of offshore wind turbines and in-situ validation WG Versteijlen, FW Renting, PLC van der Valk, J Bongers, KN van Dalen, ... Procedia Engineering 199, 3248-3253, 2017 | 1 | 2017 |
| Dynamic soil stiffness for foundation piles WG Versteijlen, JM de Oliveira Barbosa, KN van Dalen, A Metrikine | | 2018 |
| Method for extracting an equivalent Winkler model of the 3D dynamic soil-structure interaction of large-diameter offshore monopile foundations JMDO Barbosa, WG Versteijlen, KN van Dalen, A Metrikine 43th international summer school conference, APM 2015, St. Petersburg …, 2015 | | 2015 |
| METHOD FOR EXTRACTING EQUIVALENT WINKLER MODEL OF A 3D DYNAMIC SOIL-STRUCTURE INTERACTION MODEL FOR LARGE-DIAMETER OFFSHORE MONOPILE FOUNDATIONS BJM De Oliviera, WG Versteijlen, KN Van Dalen, AV Metrikine Advanced Problems in Mechanics 2015, 109-110, 2015 | | 2015 |
