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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.36 No.5
- 발행연도
- 2020.1
- 수록면
- 521 - 531 (11page)
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초록· 키워드
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The behavior variation of concrete dam is investigated, based on a new method for analyzing the data model of concrete dam in service process for the limitation of wavelet transform for solving concrete dam service process model. The study takes into account the time and position of behavior change during the process of concrete dam service. There is no dependence on the effect quantity for overcoming the shortcomings of the traditional identification method. The panel data model is firstly proposed for analyzing the behavior change of composite concrete dam. The change-point theory is used to identify whether the behavior of concrete dams changes during service. The phase space reconstruction technique is used to reconstruct the phase plane of the trend effect component. The time dimension method is used to solve the construction of multi-transformation model of composite panel data. An existing 76.3-m-high dam is used to investigate some key issues on the behavior change. Emphasis is placed on conversion time and location for three time periods consistent with the practical analysis report for evaluating the validity of the analysis method of the behavior variation of concrete dams presented in this paper.
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참고문헌 (20)
참고문헌 신청
Ahmet C. Altunışık / 2016 / Stochastic response of suspension bridges for various spatial variability models / Steel and Composite Structures, An International Journal 22(5):1001~1018
Farhad Aslani / 2016 / Statistical calibration of safety factors for flexural stiffness of composite columns / Steel and Composite Structures, An International Journal 20(1):127~145
Abdelatif Agouzal / 2008 / On the relation between the Maximum Entropy Principle and the principle of Least Effort: The continuous case / Journal of Informetrics 2(1):75~88
A.C. Altunisik / 2017 / System identification of arch dam model strengthened with CFRP composite materials / Steel and Composite Structures, An International Journal 25(2):231~244
Khaled H. Bayagoob / 2010 / Coupled thermal and structural analysis of roller compacted concrete arch dam by three-dimensional finite element method / Structural Engineering and Mechanics, An Int＇l Journal 36(4):401~419
Farhad Aslani / 2016 / Statistical calibration of safety factors for flexural stiffness of composite columns / Steel and Composite Structures, An International Journal 20(1):127~145
Abdelatif Agouzal / 2008 / On the relation between the Maximum Entropy Principle and the principle of Least Effort: The continuous case / Journal of Informetrics 2(1):75~88
A.C. Altunisik / 2017 / System identification of arch dam model strengthened with CFRP composite materials / Steel and Composite Structures, An International Journal 25(2):231~244
Khaled H. Bayagoob / 2010 / Coupled thermal and structural analysis of roller compacted concrete arch dam by three-dimensional finite element method / Structural Engineering and Mechanics, An Int＇l Journal 36(4):401~419
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