Assessment of Wind Turbine Seismic Risk: Existing Literature and Simple Study of Tower Moment Demand

Various sources of risk exist for all civil structures, one of which is seismic risk. As structures change in scale, the magnitude of seismic risk changes relative to risk from other sources. This paper presents an introduction to seismic hazard as applied to wind turbine structures. The existing design methods and research regarding seismic risk for wind turbines is then summarized. Finally a preliminary assessment is made based on current guidelines to understand how tower moment demand scales as rated power increases. Potential areas of uncertainty in the application of the current guidelines are summarized.

[1]  George D. Hatzigeorgiou,et al.  Static, seismic and stability analyses of a prototype wind turbine steel tower , 2002 .

[2]  J. Schaarup Guidelines for design of wind turbines , 2001 .

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

[4]  P Maißer,et al.  Seismic response analysis of wind turbine towers including soil-structure interaction , 2006 .

[5]  Morten Hartvig Hansen,et al.  Two methods for estimating aeroelastic damping of operational wind turbine modes from experiments , 2006 .

[6]  Charalampos Baniotopoulos,et al.  Analysis and design of the prototype of a steel 1-MW wind turbine tower , 2003 .

[7]  Mario Paz,et al.  Uniform Building Code 1997 Dynamic Method , 2004 .

[8]  Farzad Naeim,et al.  On the damping adjustment factors for earthquake response spectra , 2001 .

[9]  Poul Ejnar Sørensen,et al.  Control design for a pitch-regulated, variable speed wind turbine , 2005 .

[10]  Vasilis Riziotis,et al.  Aeroelastic stability of wind turbines: the problem, the methods and the issues , 2004 .

[11]  U. Ritschel,et al.  WIND TURBINES AND EARTHQUAKES , 2003 .

[12]  Jason Jonkman,et al.  FAST User's Guide , 2005 .

[13]  Jingyan Wu,et al.  A new multibody modelling methodology for wind turbine structures using a cardanic joint beam element , 2007 .

[14]  D. Witcher,et al.  Seismic analysis of wind turbines in the time domain , 2005 .

[15]  N. Null Minimum Design Loads for Buildings and Other Structures , 2003 .

[16]  Harsh K. Gupta,et al.  Global Seismic Hazard Assessment Program (GSHAP) in continental Asia , 1999 .

[17]  Scott M. Larwood,et al.  Swept Wind Turbine Blade Aeroelastic Modeling for Loads and Dynamic Behavior , 2006 .