Hurricane risk assessment of offshore wind turbines

[1]  Jake D. Nunemaker,et al.  2018 Offshore Wind Technologies Market Report , 2019 .

[2]  Emil Simiu,et al.  Wind Effects on Structures , 2019 .

[3]  Spencer T. Hallowell,et al.  Site‐specific variability of load extremes of offshore wind turbines exposed to hurricane risk and breaking waves , 2017 .

[4]  Vahid Valamanesh,et al.  Wind-wave prediction equations for probabilistic offshore hurricane hazard analysis , 2016, Natural Hazards.

[5]  Sanjay R. Arwade,et al.  Variability of breaking wave characteristics and impact loads on offshore wind turbines supported by monopiles , 2016 .

[6]  Sanjay R. Arwade,et al.  Directional effects on the reliability of non-axisymmetric support structures for offshore wind turbines under extreme wind and wave loadings , 2016 .

[7]  Trieu Mai,et al.  Wind Vision: A New Era for Wind Power in the United States , 2015 .

[8]  Sanjay R. Arwade,et al.  Strength, stiffness, resonance and the design of offshore wind turbine monopiles , 2015 .

[9]  Paolo Gardoni,et al.  Multi‐hazard reliability assessment of offshore wind turbines , 2015 .

[10]  N. B. Pueppke,et al.  Buckling Behavior of Spirally Welded Steel Tubes , 2014 .

[11]  Lance Manuel,et al.  Hurricane-Induced Loads on Offshore Wind Turbines with Considerations for Nacelle Yaw and Blade Pitch Control , 2014 .

[12]  Zihua Zhang,et al.  Failure Analysis of Large-Scale Wind Power Structure under Simulated Typhoon , 2014 .

[13]  Sanjay R. Arwade,et al.  Probabilistic modeling of joint hurricane-induced wind and wave hazards to offshore wind farms on the Atlantic coast , 2014 .

[14]  Catastrophe modelling and climate change. , 2014 .

[15]  Jean-Marc Franssen Are Simple Calculation Models always on the Safe Side , 2014 .

[16]  Marc Seidel Substructures for offshore wind turbines Current trends and developments , 2014 .

[17]  Fangqian Liu,et al.  Projections of Future US Design Wind Speeds Due to Climate Change for Estimating Hurricane Losses , 2014 .

[18]  T. Maynard,et al.  Catastrophe Modelling and Climate Change , 2014 .

[19]  Lanhui Guo,et al.  Behavior of thin-walled circular hollow section tubes subjected to bending , 2013 .

[20]  Stephen Rose,et al.  Quantifying the Hurricane Catastrophe Risk to Offshore Wind Power , 2013, Risk analysis : an official publication of the Society for Risk Analysis.

[21]  Lance Manuel,et al.  On the Extreme Rotor and Support Structure Response of an Offshore Wind Turbine in an Evolving Hurricane , 2013 .

[22]  Tao Feng,et al.  Design defect of wind turbine operating in typhoon activity zone , 2013 .

[23]  M. Kowalsky,et al.  Reversed Cyclic Flexural Behavior of Spiral DSAW and Single Seam ERW Steel Pipe Piles , 2012 .

[24]  Clint Dawson,et al.  Performance of the Unstructured-Mesh, SWAN+ADCIRC Model in Computing Hurricane Waves and Surge , 2011, Journal of Scientific Computing.

[25]  Paulina Jaramillo,et al.  Reply to Powell and Cocke: On the probability of catastrophic damage to offshore wind farms from hurricanes in the US Gulf Coast , 2012, Proceedings of the National Academy of Sciences.

[26]  Steven Cocke,et al.  Hurricane wind fields needed to assess risk to offshore wind farms , 2012, Proceedings of the National Academy of Sciences.

[27]  Lance Manuel,et al.  A Framework for Hurricane Risk Assessment of Offshore Wind Farms , 2012 .

[28]  Kevin R. Mackie,et al.  A Framework for Performance-Based Earthquake Engineering of Bridge-Abutment Systems , 2012 .

[29]  John Dalsgaard Sørensen,et al.  Fatigue Reliability and Calibration of Fatigue Design Factors for Offshore Wind Turbines , 2012 .

[30]  I. Grossmann,et al.  Quantifying the hurricane risk to offshore wind turbines , 2012, Proceedings of the National Academy of Sciences.

[31]  Puneet Agarwal,et al.  Incorporating irregular nonlinear waves in coupled simulation and reliability studies of offshore wind turbines , 2011 .

[32]  Paolo Gardoni,et al.  Probabilistic demand models and fragility estimates for offshore wind turbine support structures , 2011 .

[33]  G. Ghoneim Arctic Standards - A Comparison and Gap Study , 2011 .

[34]  Jui-Sheng Chou,et al.  Failure analysis and risk management of a collapsed large wind turbine tower , 2011 .

[35]  G. Holland,et al.  A Revised Model for Radial Profiles of Hurricane Winds , 2010 .

[36]  W. Musial,et al.  SS: Offshore Wind Energy Special Session: On Hurricane Risk to Offshore Wind Turbines in US Waters , 2010 .

[37]  Adel Younan,et al.  API RP2EQ - Seismic Design Procedures and Criteria for Offshore Structures , 2010 .

[38]  B. Jonkman Turbsim User's Guide: Version 1.50 , 2009 .

[39]  Chawalit Thinvongpituk,et al.  Plastic collapse analysis of thin-walled circular tubes subjected to bending , 2009 .

[40]  J. Jonkman,et al.  Definition of a 5-MW Reference Wind Turbine for Offshore System Development , 2009 .

[41]  Robert Kennedy,et al.  Practical Development and Application of Fragility Functions , 2007 .

[42]  N. J. Tarp-Johansen,et al.  Wind farms in regions exposed to tropical cyclones , 2007 .

[43]  James F. Manwell,et al.  Book Review: Wind Energy Explained: Theory, Design and Application , 2006 .

[44]  N. J. Tarp-Johansen,et al.  Design of wind turbines in an area with tropical cyclones (poster) , 2006 .

[45]  Raphael H. Grzebieta,et al.  Variable amplitude cyclic pure bending tests to determine fully ductile section slenderness limits for cold-formed CHS , 2006 .

[46]  G. Kiymaz Strength and stability criteria for thin-walled stainless steel circular hollow section members under bending , 2005 .

[47]  John Dalsgaard Sørensen,et al.  Reliability-based optimization and optimal reliability level of offshore wind turbines , 2005 .

[48]  H. Oumeraci,et al.  Breaking wave impact force on a vertical and inclined slender pile¿theoretical and large-scale model investigations , 2005 .

[49]  Godfried T. Toussaint,et al.  Computing largest empty circles with location constraints , 1983, International Journal of Computer & Information Sciences.

[50]  Hui Jiao,et al.  Section slenderness limits of very high strength circular steel tubes in bending , 2004 .

[51]  Raphael H. Grzebieta,et al.  Cyclic Bending Tests to Determine Fully Ductile Section Slenderness Limits for Cold-Formed Circular Hollow Sections , 2004 .

[52]  E. Miranda,et al.  Performance-Based Earthquake Engineering , 2004 .

[53]  N. Dowling Mean Stress Effects in Stress-Life and Strain-Life Fatigue , 2004 .

[54]  J. Moehle A FRAMEWORK FOR PERFORMANCE-BASED EARTHQUAKE ENGINEERING , 2004 .

[55]  Atsushi Yamaguchi,et al.  Damages of wind turbine on Miyakojima Island by Typhoon Maemi in 2003 , 2003 .

[56]  Raphael H. Grzebieta,et al.  Bending tests to determine slenderness limits for cold-formed circular hollow sections , 2002 .

[57]  S. Beer,et al.  Strength , 1875, Cybern. Hum. Knowing.

[58]  J. A. Battjes,et al.  Wave height distributions on shallow foreshores , 2000 .

[59]  Paul R. Kleindorfer,et al.  Challenges Facing the Insurance Industry in Managing Catastrophic Risks , 1999 .

[60]  I. Young,et al.  Parametric Hurricane Wave Prediction Model , 1988 .

[61]  Denis Beaulieu Steel structures: recent research advances and their applications to design , 1987 .

[62]  J. Coffman,et al.  National Geophysical Data Center , 1985 .

[63]  Steven A Hughes,et al.  The TMA Shallow-Water Spectrum Description and Applications , 1984 .

[64]  Geoffrey L. Kulak,et al.  Local buckling of thin walled tubular steel members , 1982 .

[65]  J. Monteith,et al.  Boundary Layer Climates. , 1979 .

[66]  R. Korol Inelastic Buckling of Circular Tubes in Bending , 1978 .

[67]  D. Sherman TESTS OF CIRCULAR STEEL TUBES IN BENDING , 1976 .

[68]  T. Barnett,et al.  Measurements of wind-wave growth and swell decay during the Joint North Sea Wave Project (JONSWAP) , 1973 .

[69]  Types of seismological information available from the National Geophysical Data Center, National Oceanic and Atmospheric Administration , 1972, Bulletin of the Seismological Society of America.

[70]  James O Jirsa,et al.  OVALING OF PIPELINES UNDER PURE BENDING. , 1972 .

[71]  C. Scruton,et al.  Wind Effects on Structures , 1970 .

[72]  Charles G. Schilling Buckling Strength of Circular Tubes , 1965 .

[73]  E. J. Morgan,et al.  THE DEVELOPMENT OF DESIGN CRITERIA FOR ELASTIC STABILITY OF THIN SHELL STRUCTURES , 1960 .

[74]  E. W. C. Wilkins,et al.  Cumulative damage in fatigue , 1956 .

[75]  J. R. Morison,et al.  The Force Exerted by Surface Waves on Piles , 1950 .