Dynamic analysis of offshore wind turbine in clay considering soil–monopile–tower interaction

Lombardi, 2013, Dynamic soil–structure interaction of monopile supported wind turbines in cohesive soil, Soil Dyn Earthq Eng, 49, 165, 10.1016/j.soildyn.2013.01.015

Zaaijer MB, Henderson AR. Review of current activities in offshore wind energy. Paper no. 2004-ARH-02; 2004.

Madsen, 2011, Challenges and prospects for wind energy to attain 20% grid penetration by 2020 in India, Curr Sci, 101, 35

Westgate, 2005, Geotechn Consid Offshore Wind Turbines, Technical report,, 12

Ram B. Energy from offshore wind. Offshore technology conference. Houston, TX, U.S.A.; 2006.

Kuo, 2012, Minimum embedded length of cyclic horizontally loaded monopiles, J. Geotech. Geoenviron. Eng., ASCE, 138, 357, 10.1061/(ASCE)GT.1943-5606.0000602

Byrne B, Houlsby GT. Assessing novel foundation options for offshore wind turbines. World maritime technology conference, London, U.K.; 2006.

Feld, 2001

Junginger, 2005

GWEC, 2011

Yun, 2011, Geotechnical issues related to renewable energy, KSCE J Civ Eng, 15, 635, 10.1007/s12205-011-0004-8

Tempel, 2002, vol. 26, 211

van, Kuik, GAM. Are wind turbines growing too fast? In: Proceedings of the European wind energy conference and exhibition, Copenhagen, Denmark; 2001.

NREL. National Renewable Energy Laboratory. Washington; 2004.

Lombardi, 2010

Adhikari, 2012, Dynamic analysis of wind turbine towers on flexible foundations, Shock Vib, 19, 37, 10.1155/2012/408493

Harte, 2012, Dynamic analysis of wind turbines including soil–structure interaction, Eng Struct, 45, 509, 10.1016/j.engstruct.2012.06.041

Moskowitz, 1964, Estimates of the power spectrums for fully developed seas for wind speeds of 20 to 40 knots, J Geophys Res, 69, 5161, 10.1029/JZ069i024p05161

LeBlanc, 2009

DNV-OS-J101. Design of offshore wind turbine structures. DET NORSKE VERITAS; 2010.

Fischer, 2006

Peeringa JM. Wave loads on offshore wind turbines. ECN-C-04-042; 2004.

Zaaijer, 2006, Foundation modelling to assess dynamic behaviour of offshore wind turbines, Appl Ocean Res, 28, 45, 10.1016/j.apor.2006.03.004

Li, 2011, Study of offshore monopile behavior due to ocean waves, Ocean Eng, 38, 1946, 10.1016/j.oceaneng.2011.09.022

Kellezi, 2003, Static and dynamic analysis of an offshore monopile windmill foundation, 401

Lesny K, Wiemann J. Finite-element-modelling of larger diameter monopiles for offshore wind energy converters. In: Proceedings of geo congress. Atlanta, GA, USA; 2006.

Achmus, 2009, Behavior of monopile foundations under cyclic lateral load, Comput Geotech, 36, 725, 10.1016/j.compgeo.2008.12.003

Bush E, Manuel L. Foundation models for offshore wind turbines. In: Proceedings of the 47th AIAA conference. Orlando, Florida; 2009.

Alderlieste, 2011

Nicholson, 2011

Bhattacharya, 2011, Similitude relationship for physical modelling of monopile-supported offshore wind turbines, Int J Phys Model Geotech, 11, 58, 10.1680/ijpmg.2011.11.2.58

Tempel, 2006

Kuhn, MJ. Dynamics and design optimization of offshore wind energy conversion systems. ISBN 90-76468-07-9. DUWIND Delft University Wind Energy Research Institute. Report 2001.002; 2001.

Andersen, 2012, Natural frequencies of wind turbines on monopile foundations in clayey soils—a probabilistic approach, Comput Geotech, 43, 1, 10.1016/j.compgeo.2012.01.010

American Petroleum Institute (API). Petroleum and natural gas industries—specific requirements for offshore structures. Part 4 – geotechnical and foundation design considerations; 2011.

DNV. Guidelines for design of wind turbines-DNV/Riso. Code of practice. DNV, USA; 2002.

Petersen, 2010, Evaluate the effect of turbine period of vibration requirements on structural design parameters: technical report of findings, Applied Physical Sciences, Technical report,

Damgaard, 2013, Cross-wind modal properties of offshore wind turbines identified by full scale testing, J Wind Eng Ind Aerodyn, 116, 94, 10.1016/j.jweia.2013.03.003

Hensen, 2012

Bekken, 2009

Germanischer Lloyd (GL). Guideline for the certification of offshore wind turbines. Hamburg, Germany; 2005.

Mostafa, 2004, Response of fixed offshore platforms to wave and current loading including soil–structure interaction, Soil Dyn Earthq Eng, 24, 357, 10.1016/j.soildyn.2003.11.008

Matlock H. Correlations for design of laterally loaded piles in soft clay. Offshore Technology Conference. Dallas, Texas; 1970.

Naggar, 2005, Simplified BNWF model for nonlinear seismic response analysis of offshore piles with nonlinear input ground motion analysis, Can Geotechn J, 42, 365, 10.1139/t04-103

Naggar, 2000, Dynamic analysis for laterally loaded piles and dynamic p–y curves, Can Geotechn J, 37, 1166, 10.1139/t00-058

Gazetas, 1984, Seismic response of end-bearing single piles, Soil Dyn Earthq Eng, 3, 82

Gazetas, 1984, Horizontal response of piles in layered soils, J Geotechn Eng, ASCE, 109, 1063

Veletsos, 1977

Gazetas, 1991, Formulas and charts for impedances of surface and embedded foundations, J Geotechn Eng, ASCE, 117, 1363, 10.1061/(ASCE)0733-9410(1991)117:9(1363)

Andersen, 2008, Assessment of lumped-parameter models for rigid footings, Comput Struct, 88, 1333, 10.1016/j.compstruc.2008.10.007

Jara, 2006

DNV-RP-C205. Environmental conditions and environmental loads. DET NORSKE VERITAS; 2010.

ABS. American Bureau of Shipping: rules for building and classing offshore installation; 1997.

Wilson, J.F., Dynamics of offshore structure, 2nd ed., John Wiley and Sons, New Jersey, Canada, 2003.

Kapsali, 2012, Offshore wind power basics

Bhattacharya, 2012, Experimental validation of soil–structure interaction of offshore wind turbines, Soil Dyn Earthq Eng, 31, 805, 10.1016/j.soildyn.2011.01.004

Novak, 1988, Structural response to wind with soil–structure interaction, J Wind Eng Ind Aerodyn, 28, 329, 10.1016/0167-6105(88)90129-8

DNV-OS-J101. Design of offshore wind turbine structures. DET NORSKE VERITAS; 2013.

Arshad, 2013, Offshore wind-turbine structures: a review, Proc Inst Civ Eng: Energy, 166, 139

Bouzid, 2013, Winkler springs (p–y curves) for pile design from stress-strain of soils: FE assessment of scaling coefficients using the mobilized strength design concept, Geomech Eng, 5, 379, 10.12989/gae.2013.5.5.379

Ashour, 1998, Lateral loading of a pile in layered soil using the stain wedge model, J Geotech Geoenviron Eng, ASCE, 124, 303, 10.1061/(ASCE)1090-0241(1998)124:4(303)

Das, 1983

Terzaghi, 2010

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