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논문 기본 정보

자료유형
학술저널
저자정보
Wu, Wen-Hwa (Department of Construction Engineering, National Yunlin University of Science and Technology) Wang, Sheng-Wei (Graduate School of Engineering Science and Technology, National Yunlin University of Science and Technology) Chen, Chien-Chou (Department of Construction Engineering, National Yunlin University of Science and Technology) Lai, Gwolong (Department of Construction Engineering, National Yunlin University of Science and Technology)
저널정보
테크노프레스 Smart structures and systems Smart structures and systems 제17권 제3호
발행연도
2016.1
수록면
363 - 389 (27page)

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초록· 키워드

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Deficient modes that cannot be always identified from different sets of measurement data may exist in the application of operational modal analysis such as the stochastic subspace identification techniques in large-scale civil structures. Based on a recent work using the long-term ambient vibration measurements from an instrumented cable-stayed bridge under different wind excitation conditions, a benchmark problem is launched by taking the same bridge as a test bed to further intensify the exploration of mode identifiability. For systematically assessing this benchmark problem, a recently developed SSI algorithm based on an alternative stabilization diagram and a hierarchical sifting process is extended and applied in this research to investigate several sets of known and blind monitoring data. The evaluation of delicately selected cases clearly distinguishes the effect of traffic excitation on the identifiability of the targeted deficient mode from the effect of wind excitation. An additional upper limit for the vertical acceleration amplitude at deck, mainly induced by the passing traffic, is subsequently suggested to supplement the previously determined lower limit for the wind speed. Careful inspection on the shape vector of the deficient mode under different excitation conditions leads to the postulation that this mode is actually induced by the motion of the central tower. The analysis incorporating the tower measurements solidly verifies this postulation by yielding the prevailing components at the tower locations in the extended mode shape vector. Moreover, it is also confirmed that this mode can be stably identified under all the circumstances with the addition of tower measurements. An important lesson learned from this discovery is that the problem of mode identifiability usually comes from the lack of proper measurements at the right locations.

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