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Damage Detection in High-Rise Buildings Using Damage-Induced Rotations
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  • Damage Detection in High-Rise Buildings Using Damage-Induced Rotations
  • Damage Detection in High-Rise Buildings Using Damage-Induced Rotations
저자명
Sung. Seung Hun,Jung. Ho Youn,Lee. Jung Hoon,Jung. Hyung Jo
간행물명
비파괴검사학회지
권/호정보
2014년|34권 6호|pp.447-456 (10 pages)
발행정보
한국비파괴검사학회
파일정보
정기간행물|ENG|
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이 논문은 한국과학기술정보연구원과 논문 연계를 통해 무료로 제공되는 원문입니다.
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기타언어초록

In this paper, a new damage-detection method based on structural vibration is proposed. The essence of the proposed method is the detection of abrupt changes in rotation. Damage-induced rotation (DIR), which is determined from the modal flexibility of the structure, initially occurs only at a specific damaged location. Therefore, damage can be localized by evaluating abrupt changes in rotation. We conducted numerical simulations of two damage scenarios using a 10-story cantilever-type building model. Measurement noise was also considered in the simulation. We compared the sensitivity of the proposed method to localize damage to that of two conventional modal-flexibility-based damage-detection methods, i.e., uniform load surface (ULS) and ULS curvature. The proposed method was able to localize damage in both damage scenarios for cantilever structures, but the conventional methods could not.