Smart Structures and Systems

  • 제15권2호
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  • Pages.425-445
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  • 2015
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  • 1738-1584(pISSN)
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  • 1738-1991(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Parametric identification of a cable-stayed bridge using least square estimation with substructure approach

  • Huang, Hongwei (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University) ;
  • Yang, Yaohua (Department of Bridge Engineering, Tongji University) ;
  • Sun, Limin (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University)
  • 투고 : 2014.11.19
  • 심사 : 2014.01.16
  • 발행 : 2015.02.25
⟨ 이전 논문 다음 논문 ⟩

초록

Parametric identification of structures is one of the important aspects of structural health monitoring. Most of the techniques available in the literature have been proved to be effective for structures with small degree of freedoms. However, the problem becomes challenging when the structure system is large, such as bridge structures. Therefore, it is highly desirable to develop parametric identification methods that are applicable to complex structures. In this paper, the LSE based techniques will be combined with the substructure approach for identifying the parameters of a cable-stayed bridge with large degree of freedoms. Numerical analysis has been carried out for substructures extracted from the 2-dimentional (2D) finite element model of a cable-stayed bridge. Only vertical white noise excitations are applied to the structure, and two different cases are considered where the structural damping is not included or included. Simulation results demonstrate that the proposed approach is capable of identifying the structural parameters with high accuracy without measurement noises.

키워드

과제정보

연구 과제 주관 기관 : Science and Technology Commission of Shanghai Municipality

참고문헌

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