RISS 학술연구정보서비스

검색
다국어 입력

http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.

변환된 중국어를 복사하여 사용하시면 됩니다.

예시)
  • 中文 을 입력하시려면 zhongwen을 입력하시고 space를누르시면됩니다.
  • 北京 을 입력하시려면 beijing을 입력하시고 space를 누르시면 됩니다.
닫기
    인기검색어 순위 펼치기

    RISS 인기검색어

      SCOPUS SCIE

      Experimental study of aerodynamic damping of a twisted supertall building

      한글로보기

      https://www.riss.kr/link?id=A107710079

      • 0

        상세조회
      • 0

        다운로드
      서지정보 열기
      • 내보내기
      • 내책장담기
      • 공유하기
      • 오류접수

      부가정보

      다국어 초록 (Multilingual Abstract)

      <P><B>Abstract</B></P> <P>The aerodynamic damping ratios and aeroelastic instability of a 180° helical supertall building with good aerodynamic behavior in both the along-wind and across-wind responses were investiga...

      <P><B>Abstract</B></P> <P>The aerodynamic damping ratios and aeroelastic instability of a 180° helical supertall building with good aerodynamic behavior in both the along-wind and across-wind responses were investigated using an aeroelastic model test (rocking vibration model test). The aerodynamic damping ratios for the 180° helical and square models were evaluated using the random decrement technique. Furthermore, the effect of the triggering level and number of time segments on the evaluation of the aerodynamic damping ratio was also investigated. It was found that both the mean and fluctuating displacement responses of the 180° helical model in the along- and across-wind directions showed better aerodynamic behaviors than those of the square model. Aeroelastic instability of the 180° helical model was not observed at any of the reduced velocities considered in the study. In the along-wind direction, the aerodynamic damping ratios of the 180° helical model exhibit similar trends to those of the square model. However, in the across-wind direction, the aerodynamic damping ratios of the 180° helical model show significantly different trends than those of the square model. Furthermore, there was no effect of the variation in the wind direction on the aerodynamic damping ratio of the 180° helical model. We found that in the evaluation of the aerodynamic damping ratio, it is possible to adopt the triggering level at the value of the standard deviation or √2 times of the standard deviation of the displacement responses if the random decrement signature has a high number of triggering points.</P> <P><B>Highlights</B></P> <P>Characteristics of aerodynamic damping ratio and aeroelastic instability of a 180° helical supertall building were studied through wind tunnel experiments using the rocking vibration model test.<UL> <LI> For the 180° helical model, both the mean and fluctuating displacement responses in the along-wind and across-wind directions show better aerodynamic behavior than those of the square model. </LI> <LI> Aeroelastic instability for the 180° helical model is not observed for any of the reduced velocities. </LI> <LI> In the across-wind direction, the aerodynamic damping ratios of the 180° helical model at different wind directions show a similar distribution regardless of the change in the wind direction, i.e., the effect of the aerodynamic damping force on the 180° helical model in the across-wind direction can be neglected. </LI> <LI> It might be possible to obtain a reliable aerodynamic damping ratio if the RD signature with the number of time segments over 2000 is used in the evaluation of the aerodynamic damping ratio through the rocking vibration model test. </LI> <LI> These results may be help practical designer in preliminary design of supertall buildings. </LI> </UL> </P>

      더보기

      분석정보

      View

      상세정보조회

      0

      Usage

      원문다운로드

      0

      대출신청

      0

      복사신청

      0

      EDDS신청

      0

      동일 주제 내 활용도 TOP

      더보기

      주제

      연도별 연구동향

      연도별 활용동향

      연관논문

      연구자 네트워크맵

      공동연구자 (7)

      유사연구자 (20) 활용도상위20명

      이 자료와 함께 이용한 RISS 자료

      나만을 위한 추천자료

      해외이동버튼