000022637 001__ 22637
000022637 005__ 20170724144658.0
000022637 04107 $$aeng
000022637 046__ $$k2017-07-04
000022637 100__ $$aAvossa, Alberto Maria
000022637 24500 $$aPeak response of HAWTs to wind and seismic actions

000022637 24630 $$n7.$$p7th European and African Conference on Wind Engineering 
000022637 260__ $$bl'Association pour l'Ingénierie du Vent
000022637 506__ $$arestricted
000022637 520__ $$2eng$$aThe spread of the wind energy industry has brought to the construction of wind farms also in areas prone to high seismic activity. This, combined with the increase in size and mass of turbines has made the seismic-resistant design of support structures a key issue. This study presents the results of the application of a probabilistic approach to the assessment of a 5-MW, land-based HAWT support structure, subjected to the combined actions of wind and earthquake. A decoupling approach was used, consisting of the aerodynamic analysis of the rotor blades model and subsequent dynamic FEM analyses of the supporting structure including aerodynamic damping. The aerodynamic forces acting on the rotor were evaluated through the FAST aerodynamic simulator. Alongwind and crosswind aerodynamic damping was evaluated using an available closed-form approach. The wind action was applied at the top of the tower FEM model in terms of a set of thrust time histories corresponding to different working conditions: parked (3 m/s), cut-in (3 m/s), rated (11.4 m/s) and cut-out (25 m/s). Seismic actions were applied as acceleration boundary condition at the tower base, using a set of artificial accelerograms, whose mean response spectrum is consistent with the EC8 elastic spectrum for soil type C. Finally, the multi-hazard peak response parameters were obtained from Monte Carlo simulations of the tower subjected to different wind and seismic loads scenario. INTRODUCTION The seismic response of Horizontal Axis Wind Turbines (HAWTs) has recently attracted growing interest, as wind energy industry has increased its size worldwide. The power produced from the wind is proportional to the third power of wind speed and the second power of the rotor radius, and this has brought an increase in the rotor diameter and hub height. As turbines become larger in size, the nacelle and rotor mass increase, therefore increasing the tower base moment due to the combined effect of wind thrust and seismic loads. In this context, it is important to consider that most of the areas with high wind resources also have a high seismic hazard. These include the west coast of the US, the coasts of Japan and China and some countries in Europe.

000022637 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000022637 653__ $$a

000022637 7112_ $$a7th European and African Conference on Wind Engineering$$cLiège, BE$$d2017-07-04 / 2017-07-07$$gEACWE2017
000022637 720__ $$aAvossa, Alberto Maria$$iRicciardelli, Francesco$$iDemartino, Cristoforo
000022637 8560_ $$ffischerc@itam.cas.cz
000022637 8564_ $$s572550$$uhttps://invenio.itam.cas.cz/record/22637/files/202.pdf$$yOriginal version of the author's contribution in proceedings, id 202, section .
000022637 962__ $$r22493
000022637 980__ $$aPAPER