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W.G. Versteijlen
W.G. Versteijlen
Delft University of Technology, Siemens Wind Power
Verified email at siemens.com
Title
Cited by
Cited by
Year
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
772019
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
732011
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
292016
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
252017
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
222014
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
192021
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
172018
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
52018
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
42020
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
32015
Identification of effective 1D soil models for large-diameter offshore wind turbine foundations based on in-situ seismic measurements and 3D modelling
P Versteijlen
22018
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
12017
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
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