Effective soil-stiffness validation: Shaker excitation of an in-situ monopile foundation
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W. G. Versteijlen | K. N. van Dalen | Andrei V. Metrikine | F. W. Renting | P. L.C. van der Valk | J.L.C. Bongers | A. Metrikine | P. Valk | K. V. Dalen | J.L.C. Bongers
[1] Ricardo Dobry,et al. Horizontal Response of Piles in Layered Soils , 1984 .
[2] Michele Jamiolkowski,et al. Evaluation of Relative Density and Shear Strength of Sands from CPT and DMT , 2003 .
[3] Milos Novak,et al. Soil-pile interaction in horizontal vibration , 1977 .
[4] Lars Vabbersgaard Andersen,et al. Comparing Sources of Damping of Cross-Wind Motion , 2009 .
[5] Federico Pisanò,et al. Transient response of offshore wind turbines on monopiles in sand: role of cyclic hydro–mechanical soil behaviour , 2017 .
[6] Ignatius Po Lam,et al. Seismic Design for Highway Bridge Foundations , 1984 .
[7] Lars Vabbersgaard Andersen,et al. p-y-ẏ curves for dynamic analysis of offshore wind turbine monopile foundations , 2016 .
[8] Arnold Verruijt,et al. An Introduction to Soil Dynamics , 2010 .
[9] P ? ? ? ? ? ? ? % ? ? ? ? , 1991 .
[10] Varun,et al. A simplified model for lateral response of large diameter caisson foundations—Linear elastic formulation , 2009 .
[11] Anil K. Chopra,et al. Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .
[12] K. Terzaghi,et al. EVALUATION OF COEFFICIENTS OF SUBGRADE REACTION , 1955 .
[13] Tuncer B. Edil,et al. ESTIMATING SOIL/PILE SET-UP , 2003 .
[14] M.G.L. Ogno,et al. Identifying Structural Parameters of an Offshore Wind Turbine using Operational Modal Analysis , 2014 .
[15] Mahmoud El-Kafafy,et al. Monitoring resonant frequencies and damping values of an offshore wind turbine in parked conditions , 2014 .
[16] W. G. Versteijlen. Estimation of the Vibration Decrement of an Offshore Wind Turbine Support Structure Caused by its Interaction with Soil , 2011 .
[17] O. Rhersellah. Validity of Identified Modal Parameters based on Rotor-Stop Tests of Offshore Wind Turbines , 2013 .
[18] Lidija Zdravković,et al. Field testing of large diameter piles under lateral loading for offshore wind applications , 2015 .
[19] Lars Vabbersgaard Andersen,et al. Cross-wind modal properties of offshore wind turbines identified by full scale testing , 2013 .
[20] Fabrizio Gara,et al. Dynamic response of a near-shore pile to lateral impact load , 2012 .
[21] B. Lehane,et al. Interpretation difficulties of pile set-up in sand , 2015 .
[22] Jan-Willem van Wingerden,et al. Statistical Evaluation of the Identified Structural Parameters of an idling Offshore Wind Turbine , 2016 .
[23] Lars Vabbersgaard Andersen,et al. Effects of soil–structure interaction on real time dynamic response of offshore wind turbines on monopiles , 2014 .
[24] W. G. Versteijlen,et al. Assessing the small-strain soil stiffness for offshore wind turbines based on in situ seismic measurements , 2014 .
[25] Dan Kallehave,et al. Optimization of monopiles for offshore wind turbines , 2015, Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences.
[26] Anand Natarajan,et al. Identification of support structure damping of a full scale offshore wind turbine in normal operation , 2015 .
[27] Steven L. Kramer,et al. Dynamic Tests of Pipe Pile in Saturated Peat , 1993 .
[28] Wout Weijtjens,et al. CLASSIFYING RESONANT FREQUENCIES AND DAMPING VALUES OF AN OFFSHORE WIND TURBINE ON A MONOPILE FOUNDATION FOR DIFFERENT OPERATIONAL CONDITIONS , 2014 .
[29] Nicos Makris,et al. Nonlinear response of single piles under lateral inertial and seismic loads , 1996 .
[30] Bart Peeters,et al. Full-scale modal wind turbine tests: comparing shaker excitation with wind excitation , 2011 .
[31] J. H. Atkinson,et al. Experimental determination of stress–strain–time characteristics in laboratory and in situ tests. , 1991 .
[32] Christian LeBlanc Bakmar. Design of Offshore Wind Turbine Support Structures: Selected topics in the field of geotechnical engineering , 2009 .
[33] W. G. Versteijlen,et al. 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 and 3D modelling , 2016 .
[34] Milos Novak,et al. Resistance of soil to a horizontally vibrating pile , 1977 .
[35] Farrel Zwerneman,et al. Insights into Using the 22nd Edition of API RP 2A Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms - Working Stress Design , 2012 .
[36] Michael W. O'Neill,et al. Measured Lateral Response of Mass on Single Pile in Clay , 1986 .
[37] L. Reese,et al. Analysis of Laterally Loaded Piles in Sand , 1974 .
[38] Leland M. Kraft,et al. Dynamic characteristics of lateral load‐deflection relationships of flexible piles , 1981 .
[39] H. Matlock. Correlation for Design of Laterally Loaded Piles in Soft Clay , 1970 .