Encyclopedia of Earthquake Engineering

2015 Edition
| Editors: Michael Beer, Ioannis A. Kougioumtzoglou, Edoardo Patelli, Siu-Kui Au

Seismic Analysis of Wind Energy Converters

  • Giuseppe FaillaEmail author
Reference work entry
DOI: https://doi.org/10.1007/978-3-642-35344-4_328

Synonyms

Aerodynamic damping; Response spectrum; Seismic risk; Soil structure interaction; Wind energy converter

Introduction

Wind power is one of the fastest-growing renewable energy segments on a percentage basis. In 2013, over 35 GW of new wind capacity was installed all over the world, bringing the total wind capacity to 318 GW at the end of 2013 (GWEC 2014). The total installed wind capacity is expected to reach 365 GW by the end of 2014, enough to provide about 4 % of the global electricity demand (GWEC 2014).

While many different design solutions have been considered in the early stages, for commercial use the modern wind industry has now stabilized on horizontal axis wind turbines (HAWT). A typical example is shown in Fig. 1: a land-based tower with a nacelle mounted on the top, containing the generator, a gearbox, and the rotor. Typically, three-bladed upwind rotors are used.
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References

  1. API (2000) Recommended practice for planning, designing and constructing fixed offshore platforms, API RP-2A. American Petroleum Institute, Washington, DCGoogle Scholar
  2. ASCE (2006) Minimum design loads for buildings and other structures, ASCE/SEI 7-05. American Society of Civil Engineers, RestonGoogle Scholar
  3. ASCE/AWEA (2011) Recommended practice for compliance of large land-based wind turbine support structures, ASCE/AWEA RP2011. American Society of Civil Engineers/American Wind Energy Association, Reston/Washington, DCGoogle Scholar
  4. Bazeos N, Hatzigeorgiou GD, Hondros ID, Karamaneas H, Karabalis DL, Beskos DE (2002) Static, seismic and stability analyses of a prototype wind turbine steel tower. Eng Struct 24:1015–1025CrossRefGoogle Scholar
  5. Bossanyi EA (2000) Bladed for windows user manual. Garrad Hassan and Partners, BristolGoogle Scholar
  6. BSL (2004) The building standard law of Japan. The Building Centre of Japan, Tokyo (in English and Japanese)Google Scholar
  7. DNV/Risø (2002) Guidelines for design of wind turbines. Det Norske Veritas/Wind Energy Department, Risø National Laboratory, Copenhagen/RoskildeGoogle Scholar
  8. Eurocode 8 (2004) Design of structures for earthquake resistance. Part 1: general rules, seismic actions and rules for building. EN 1998-1. European Committee for Standardization, BrusselsGoogle Scholar
  9. GL (2010) Guideline for the certification of wind turbines. Germanischer Lloyd, HamburgGoogle Scholar
  10. GWEC (2014) Global wind report: Annual market update 2013. Global Wind Energy Council, BrusselsGoogle Scholar
  11. Haenler M, Ritschel U, Warnke I (2006) Systematic modelling of wind turbine dynamics and earthquake loads on wind turbines. In: Proceedings of the European Wind Energy Conference & Exhibition (EWEC), 27 Feb–2 Mar 2006. AthensGoogle Scholar
  12. ICC (2012) International building code. International Code Council, Country Club HillsGoogle Scholar
  13. IEC (2005) Wind turbine generator systems. Part 1: safety requirements, 3rd edn, IEC 61400-1. International Electrotechnical Commission, GenevaGoogle Scholar
  14. Ishihara T, Sarwar MW (2008) Numerical and theoretical study on seismic response of wind turbines. In: Proceedings of the European Wind Energy Conference & Exhibition (EWEC), 31 Mar–3 Apr 2008. BrusselsGoogle Scholar
  15. Jonkman JM, Buhl ML (2005) FAST user’s guide, NREL/EL-500-38230. NREL, GoldenGoogle Scholar
  16. JSCE (2007) Guidelines for design of wind turbine support structures and foundations, Japan Society of Civil Engineers, Tokyo (in Japanese)Google Scholar
  17. Kuhn M (2001) Dynamics and design optimisation of offshore wind energy conversion systems. Report no. 2001.002, Delft University Wind Energy Research Institute (DUWIND), DelftGoogle Scholar
  18. Manwell JF, McGowan JG, Rogers AL (2010) Wind energy explained: theory, design and application, 2nd edn. Wiley, ChichesterGoogle Scholar
  19. Mulliken JS, Karabalis DL (1998) Discrete models for through-soil coupling of foundations and structures. Earthq Eng Struct Dyn 27:687–710CrossRefGoogle Scholar
  20. Nuta E, Christopoulos C, Parker JA (2011) Methodology for seismic risk assessment for tubular steel wind turbine towers: application to Canadian seismic environment. Can J Civil Eng 38:293–304CrossRefGoogle Scholar
  21. Prowell I (2011) An experimental and numerical study of wind turbine seismic behavior. PhD dissertation, University of California, San DiegoGoogle Scholar
  22. Prowell I, Veers P (2009) Assessment of wind turbine seismic risk: existing literature and simple study of tower moment demand, SAND2009-1100 report. Sandia National Laboratories, AlbuquerqueCrossRefGoogle Scholar
  23. Prowell I, Elgamal A, Uang C, Jonkman J (2010) Estimation of seismic load demand for a wind turbine in the time domain. In: Proceedings of the European Wind Energy Conference (EWEC), 20–23 Apr 2010, WarsawGoogle Scholar
  24. Prowell I, Elgamal A, Uang C, Luco JE, Romanowitz H, Duggan E (2013) Shake table testing and numerical simulation of a utility-scale wind turbine including operational effects. Wind Energy. doi:10.1002/we.1615Google Scholar
  25. Stamatopoulos GN (2013) Response of a wind turbine subjected to near-fault excitation and comparison with the Greek Aseismic Code provisions. Soil Dyn Earthq Eng 46:77–84CrossRefGoogle Scholar
  26. Swan S, Hadjian AH (1988) The 1986 North Palm Springs earthquake: effects on power facilities, NP-5607 research project 2848. Electric Power Research Institute (EPRI), Palo AltoGoogle Scholar
  27. Umar AB, Ishihara T (2012) Seismic load evaluation of wind turbine support structures considering low structural damping and soil structure interaction. In: Proceedings of the European Wind Energy Association Conference (EWEA), 16–19 Apr 2012. CopenhagenGoogle Scholar
  28. Witcher D (2005) Seismic analysis of wind turbines in the time domain. Wind Energy 8(1):81–91CrossRefGoogle Scholar
  29. Zhao X, Maisser P (2006) Seismic response analysis of wind turbine towers including soil-structure interaction. Proc Inst Mech Eng K J Multi-Body Dyn 220(1):53–61Google Scholar
  30. Zhao X, Maisser P, Wu J (2007) A new multibody modelling methodology for wind turbine structures using a cardanic joint beam element. Renew Energy 32:532–546CrossRefGoogle Scholar

Copyright information

© Springer-Verlag Berlin Heidelberg 2015

Authors and Affiliations

  1. 1.Dipartimento di Ingegneria Civile, dell’Energia, dell’Ambiente e dei Materiali, (DICEAM)University of Reggio CalabriaReggio CalabriaItaly