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TMD와 TLCD의 지진응답에 대한 제어성능 평가 연구

Performance Evaluation of TMD and TLCD for Earthquake-Induced Response Control

  • 김홍진 (단국대학교 내진/리모델링 연구센터) ;
  • 김형섭 (단국대학교 건축대학 건축공학과) ;
  • 민경원 (단국대학교 건축대학 건축공학과) ;
  • 오정근 (삼성물산 건설부분)
  • 발행 : 2003.10.01

초록

설치의 용이성과 경제성, 여러 다른 용도로의 전용 가능성, 유지보수의 용이성, 그리고 재동조의 편의성 등을 고려할 때 TLCD (Tuned Liquid Column Damper)는 기존에 건물의 응답제어에 많이 사용되는 TMD를 대체할 수 있는 감쇠장치라 할 수 있다. 본 논문에서는 TMD (Tuned Mass Damper)와 TLCD의 지진하중을 받는 구조물의 응답제어 성능평가에 관한 비교연구를 수행하였다. 성능비교분석 결과, 층간변위 제어성능에서는 TLCD가 TMD보다 우수한 성능을 보였고 가속도 제어성능에서는 서로 비슷한 것으로 나타났다. 또한 층간변위 제어에서는 저층에서 큰 제어성능을 발휘하고, 절대가속도 제어에서는 상층부에서 성능이 우수한 것으로 나타났다. 이것은 TLCD가 지진에 가장 문제가 되는 구조물의 안전성 및 거주자의 사용성에 있어서 효율적인 감쇠기라 할 수 있는 근거가 된다.

TLCD is a good alternative to TMD for control of structures because of its cost efficiency, ease of installation, little maintenance requirement, potential for multiple usage, and ease of re-tuning. In this study, the control performances of TMD and TLCD are evaluated and compared for seismically excited structures. Results show that TLCD is more effective than TMD for interstory drift control while TLCD is as effective as TMD for acceleration control. In special. it is shown that interstory drifts are maximally controlled in lower floors and accelerations are reduced most in upper floors. This indicates that TLCD is an effective controller for earthquake-induced structures in terms of structural safety as well as serviceability.

키워드

참고문헌

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