Multivariate analysis of extreme metocean conditions for offshore wind turbines
Tài liệu tham khảo
Department of Energy US. 20% wind energy by 2030: Increasing wind energy’s contribution to US electricity supply. Washington, D.C; 2008.
US. Energy Information Administration (EIA). Levelized Cost of New Generation Resources in the Annual Energy Outlook 2013.
International Electrotechnical Commission, IEC 61400–3. Wind turbines – Part 3: Design requirements for offshore wind turbines; 2009.
ISO 2394, General Principles on Reliability of Structures, 1998.
Winterstein S.R., Ude T.C., Cornell C.A., Bjerager P., Haver S. Environmental parameters for extreme response: Inverse FORM with omission factors. In Proceedings ICOSSAR (vol. 93), Innsbruck; 1993.
Saranyasoontorn, 2004, Efficient models for wind turbine extreme loads using inverse reliability, J Wind Eng Ind Aerodyn, 92, 789, 10.1016/j.jweia.2004.04.002
Agarwal, 2009, Simulation of offshore wind turbine response for long-term extreme load prediction, Eng Struct, 31, 2236, 10.1016/j.engstruct.2009.04.002
Haver S., & Nyhus K.A. A wave climate description for long term response calculations. Proc. 5th OMAE Symp., ASME, IV, 27–34.
Jonkman, 2009
Structural Engineering Institute. Minimum Design Loads for Buildings and Other Structures (vol. 7, No. 5). ASCE Publications; 2006.
Myers A.T., Arwade S.R., Manwell J.F. Consideration of Hurricanes and Tropical Cyclones in the Design of Offshore Wind Turbines. European Wind Energy Association Offshore Wind Conference, Copenhagen, Denmark; 2013.
Simiu E. Design of Buildings for Wind: A Guide for ASCE 7–10 Standard Users and Designers of Special Structures. John Wiley & Sons, Inc; 2011.
Cook N.J. The Designer’s Guide to Wind Loading of Building Structures. Part 1: Back ground, Damage Survey, Wind Data and Structural Classification. Building Research Establishment Report, London, Butterworths; 1985.
An, 2007, The r largest order statistics model for extreme wind speed estimation, J Wind Eng Ind Aerodyn, 95, 165, 10.1016/j.jweia.2006.05.008
Guedes Soares, 2004, Application of the r largest-order statistics for long-term predictions of significant wave height, Coastal Eng, 51, 387, 10.1016/j.coastaleng.2004.04.003
Documentation, MATLAB. The MathWorks Inc. 2013.
API. RP 2A–WSD Recommended practice for planning, designing and constructing fixed offshore platforms–Working stress design. InTwenty; 2000.
API Bulletin 2INT-MET. Interim Guidance on Hurricane Conditions in the Gulf of Mexico; 2007.
Liu, 1986, Multivariate distribution models with prescribed marginals and covariances, Probab Eng Mech, 1, 105, 10.1016/0266-8920(86)90033-0
Bucher C. Computational Analysis of Randomness in Structural Mechanics: Structures and Infrastructures Book Series (vol. 3). CRC Press; 2009.
Valamanesh V., Myers A.T., Hajjar J.F., Arwade S.R. Probabilistic Modeling of Joint Hurricane-induced Wind and Wave Hazards to Offshore Wind Farms on the Atlantic Coast.Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures, New York 2013; 247.
Rosenblatt, 1952, Remarks on a multivariate transformation, Ann Math Stat, 470, 10.1214/aoms/1177729394
Højstrup, 1982, Velocity spectra in the unstable planetary boundary layer, J Atmos Sci, 39, 2239, 10.1175/1520-0469(1982)039<2239:VSITUP>2.0.CO;2
Olesen, 1984, Modelling velocity spectra in the lower part of the planetary boundary layer, Boundary Layer Meteorol, 29, 285, 10.1007/BF00119794
Baltrop, N.P., Adams, A.J. Dynamics of Fixed Marine Structures. Burrerworth-Heinemann ltd. Linacre House, Jordan Hill, Oxford, OX2 8DP.