Structural Vibration Characteristics of a MW-Class Wind Turbine Tower Considering Earthquake Base Excitation

지진기반 가진효과를 고려한MW 급 풍력발전기 타워의 구조진동 특성연구

  • 김동만 (국립경상대학교 기계항공공학부) ;
  • 박강균 (국립경상대학교 기계항공공학부) ;
  • 김동현 (국립경상대학교 기계항공공학부) ;
  • 김수현 (CAE-Korea(주))
  • Published : 2009.04.23

Abstract

Modern wind turbines have been mainly erected in region where earthquake are rare or normally weak, especially Korea was thought as safety zone from earthquake. But recently, the earthquake occurs more and more frequently. So, the wind turbine design is required the structural and functional stability under the earthquake. The earthquake can influence normal operation, even if a weak earthquake. There are two ways to review the design under earthquake using Computer Applied Engineering (CAE). One is the Response Spectrum Analysis (RSA) the other is Time History Analysis (THA). In this research, dynamic response on time is obtained under the earthquake by taking into account ground accelerogram consistent with the relevant standards applied to the turbine foundation.

Keywords