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서지반출
Automatic modal identification and variability in measured modal vectors of a cable-stayed bridge
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  • Automatic modal identification and variability in measured modal vectors of a cable-stayed bridge
  • Automatic modal identification and variability in measured modal vectors of a cable-stayed bridge
저자명
Ni. Y.Q.,Fan. K.Q.,Zheng. G.,Ko. J.M.
간행물명
Structural engineering and mechanics : An international journal
권/호정보
2005년|19권 2호|pp.123-139 (17 pages)
발행정보
테크노프레스
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정기간행물|ENG|
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이 논문은 한국과학기술정보연구원과 논문 연계를 통해 무료로 제공되는 원문입니다.
서지반출

기타언어초록

An automatic modal identification program is developed for continuous extraction of modal parameters of three cable-supported bridges in Hong Kong which are instrumented with a long-term monitoring system. The program employs the Complex Modal Indication Function (CMIF) algorithm for identifying modal properties from continuous ambient vibration measurements in an on-line manner. By using the LabVIEW graphical programming language, the software realizes the algorithm in Virtual Instrument (VI) style. The applicability and implementation issues of the developed software are demonstrated by using one-year measurement data acquired from 67 channels of accelerometers permanently installed on the cable-stayed Ting Kau Bridge. With the continuously identified results, variability in modal vectors due to varying environmental conditions and measurement errors is observed. Such an observation is very helpful for selection of appropriate measured modal vectors for structural health monitoring use.