Smart Structures and Systems

  • 제19권2호
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  • Pages.137-149
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  • 2017
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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

Elimination of environmental temperature effect from the variation of stay cable force based on simple temperature measurements

  • Chen, Chien-Chou (Department of Construction Engineering, National Yunlin University of Science and Technology) ;
  • Wu, Wen-Hwa (Department of Construction Engineering, National Yunlin University of Science and Technology) ;
  • Liu, Chun-Yan (Graduate School of Engineering Science and Technology, National Yunlin University of Science and Technology) ;
  • Lai, Gwolong (Department of Construction Engineering, National Yunlin University of Science and Technology)
  • 투고 : 2016.06.24
  • 심사 : 2016.10.27
  • 발행 : 2017.02.25
⟨ 이전 논문 다음 논문 ⟩

초록

Under the interference of the temperature effect, the alternation of cable force due to damages of a cable-stayed bridge could be difficult to distinguish. Considering the convenience and applicability in engineering practice, simple air or cable temperature measurements are adopted in the current study for the exclusion of temperature effect from the variation of cable force. Using the data collected from Ai-Lan Bridge located in central Taiwan, this work applies the ensemble empirical mode decomposition to process the time histories of cable force, air temperature, and cable temperature. It is evidently observed that the cable force and both types of temperature can all be categorized as the daily variation, long-term variation, and high-frequency noise in the order of decreasing weight. Moreover, the correlation analysis conducted for the decomposed variations of all these three quantities undoubtedly indicates that the daily and long-term variations with different time shifts have to be distinguished for accurately evaluating the temperature effect on the variation of cable force. Finally, consistent results in reducing the range of cable force variation after the elimination of temperature effect confirm the validity and stability of the developed method.

키워드

과제정보

연구 과제 주관 기관 : Ministry of Science and Technology of Republic of China

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피인용 문헌

  1. Diagnosis of instant and long-term damages in cable-stayed bridges based on the variation of cable forces 2018, https://doi.org/10.1080/15732479.2017.1375962
  2. A Rapidly Convergent Empirical Mode Decomposition Method for Analyzing the Environmental Temperature Effects on Stay Cable Force vol.33, pp.8, 2018, https://doi.org/10.1111/mice.12355
  3. Temperature analysis of a long-span suspension bridge based on a time-varying solar radiation model vol.25, pp.1, 2017, https://doi.org/10.12989/sss.2020.25.1.023
  4. Deep Learning-Based Minute-Scale Digital Prediction Model of Temperature-Induced Deflection of a Cable-Stayed Bridge: Case Study vol.26, pp.6, 2017, https://doi.org/10.1061/(asce)be.1943-5592.0001716