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        Design Principles for Wind Turbine Earthquake and Wind Load Combinations

        Elif Altunsu,Onur Gunes,Ali Sarı 한국강구조학회 2022 International Journal of Steel Structures Vol.22 No.3

        With the ongoing changes in the modern world, the usage of renewable energy sources is increasing. The negative impact of fossil fuels on global warming has led to the search for clean energy sources. Wind energy, which is the most widely used of those sources, is discussed in this study. Numerous studies have been undertaken in this regard, but seismic eff ects are only newly being considered. In addition to having strong wind zones, Turkey is located in a geographical position through which active fault lines pass. The presence of high wind zones overlapping with these fault lines necessitates seismic analysis for turbines planned to be built in the country. Analysis of wind and seismic load simulation is diffi cult with traditional structural design programs. In this study, coeffi cients including wind loads are suggested for civil engineers who plan to analyze wind turbines with only seismic eff ects. For this purpose, a horizontal axis steel wind turbine with a 5 MW scale is analyzed in this work considering a series of wind and seismic loads in the area around Gelibolu. These environmental eff ects are evaluated under diff erent operating conditions of the turbine, including normal operation with no earthquake loads, park condition with earthquake loads, idling condition with wind loads, normal operation with earthquake loads, and idling condition with earthquake and wind loads. The full system model of the turbine is developed with the FAST fi nite element program employing a special code for wind turbines developed by the National Renewable Energy Laboratory. As a result of the analysis, it is concluded that seismic loads acting with the wind signifi cantly change the internal forces. Damping eff ects occur when seismic and wind loads act at the same time. For this reason, wind loads need to be reduced by a certain coeffi cient in some cases. Coeffi cients are proposed here for application in initial designs and load combinations for certain wind and earthquake conditions.

      • KCI등재후보

        Special cases in fatigue analysis of wind turbines

        Onur Güneş,Elif Altunsu,Ali Sari 한국풍공학회 2021 Wind and Structures, An International Journal (WAS Vol.32 No.5

        The turbine industry demands a reliable design with affordable cost. As technological advances begin to support turbines of huge sizes, and the increasing importance of wind turbines from day to day make design safety conditions more important. Wind turbines are exposed to environmental conditions that can affect their installation, durability, and operation. International Electrotechnical Commission (IEC) 61400-1 design load cases consist of analyses involving wind turbine operating conditions. This design load cases (DLC) is important for determining fatigue loads (i.e., forces and moments) that occur as a result of expected conditions throughout the life of the machine. With the help of FAST (Fatigue, Aerodynamics, Structures, and Turbulence), an open source software, the NREL 5MW land base wind turbine model was used. IEC 61400-1 wind turbine design standard procedures assessed turbine behavior and fatigue damage to the tower base of dynamic loads in different design conditions. Real characteristic wind speed distribution and multi-directional effect specific to the site were taken into consideration. The effect of these conditions on the economic service life of the turbine has been studied.

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