本研究提出一种贝叶斯方法进行结构控制及健康监测中的非线性动态系统的辨识与预估。该方法包含三个层级的推断：模型评估、联合状态/参数估计及噪声估计，并着重于在线同时执行这些推断。
https://academiccommons.columbia.edu/catalog/ac:208611
Probabilistic Identification and Prognosis of Nonlinear Dynamic Systems with applications in Structural Control and Health Monitoring
Thaleia Kontoroupi
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Title:
- Probabilistic Identification and Prognosis of Nonlinear Dynamic Systems with applications in Structural Control and Health Monitoring Author(s):
- Kontoroupi, Thaleia Thesis Advisor(s):
- Smyth, Andrew W. Date:
- 2016 Type:
- Theses Degree:
- Ph.D., Columbia University Department(s):
- Civil Engineering and Engineering Mechanics Persistent URL:
-
Title:
- Probabilistic Identification and Prognosis of Nonlinear Dynamic Systems with applications in Structural Control and Health Monitoring Author(s):
- Kontoroupi, Thaleia Thesis Advisor(s):
- Smyth, Andrew W. Date:
- 2016 Type:
- Theses Degree:
- Ph.D., Columbia University Department(s):
- Civil Engineering and Engineering Mechanics Persistent URL:
- https://doi.org/10.7916/D8MK6CXD Abstract:
- A Bayesian approach to system identification for structural control and health monitoring contains three main levels of inference, namely model assessment, joint state/parameter estimation and noise estimation. All of them have individually, or as a whole, been studied extensively for offline applications. In an online setting, the middle level of inference (joint state/parameter estimation) is performed using various algorithms such as the Kalman filter (KF), the extended Kalman filter (EKF), the Unscented Kalman filter (UKF), or particle filter (PF) methods. This problem has been explored in depth for structural dynamics. This dissertation focuses on the other two levels of inference, in particular on developing methods to perform them online, simultaneously to the joint state/parameter estimation. The quality of structural parameter estimates depends heavily on the choice of noise characteristics involved in the aforementioned online inference algorithms, hence the need for simultaneous online noise estimation. Model assessment, on the other hand, is an integral part of many engineering applications, since any analytical or numerical mathematical model used for predictive purposes is only an approximation of the real system. An online implementation of model assessment is valuable, amongst others, for structural control applications, and for identifying several models in parallel, some of which might be of deteriorating nature, thus generating some sort of alert. The performance of the proposed online techniques is evaluated using simulated and experimental data sets generated by nonlinear hysteretic systems. Upon completion of the study of hierarchical online system identification (diagnostic phase/estimation), a system/damage prognostic analysis (prognostic phase/prediction) is attempted using a gamma deterioration process. Prognostic analysis is still at a relatively early stage of development in the field of structural dynamics, but it can potentially provide useful insights regarding the lifetime of a dynamically excited structural system. The technique is evaluated on a data set recorded during an experiment involving a full-scale bridge pier under base excitation, tested to impending collapse. Subject(s):
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Structural analysis (Engineering)
Structural engineering
Nonlinear systems
Structural health monitoring
Engineering
Civil engineering
Mechanical engineering
-
Item views
- 95
-
Metadata:
- text | xml Suggested Citation:
- Thaleia Kontoroupi, 2016, Probabilistic Identification and Prognosis of Nonlinear Dynamic Systems with applications in Structural Control and Health Monitoring, Columbia University Academic Commons, https://doi.org/10.7916/D8MK6CXD.
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- https://doi.org/10.7916/D8MK6CXD Abstract:
- A Bayesian approach to system identification for structural control and health monitoring contains three main levels of inference, namely model assessment, joint state/parameter estimation and noise estimation. All of them have individually, or as a whole, been studied extensively for offline applications. In an online setting, the middle level of inference (joint state/parameter estimation) is performed using various algorithms such as the Kalman filter (KF), the extended Kalman filter (EKF), the Unscented Kalman filter (UKF), or particle filter (PF) methods. This problem has been explored in depth for structural dynamics. This dissertation focuses on the other two levels of inference, in particular on developing methods to perform them online, simultaneously to the joint state/parameter estimation. The quality of structural parameter estimates depends heavily on the choice of noise characteristics involved in the aforementioned online inference algorithms, hence the need for simultaneous online noise estimation. Model assessment, on the other hand, is an integral part of many engineering applications, since any analytical or numerical mathematical model used for predictive purposes is only an approximation of the real system. An online implementation of model assessment is valuable, amongst others, for structural control applications, and for identifying several models in parallel, some of which might be of deteriorating nature, thus generating some sort of alert. The performance of the proposed online techniques is evaluated using simulated and experimental data sets generated by nonlinear hysteretic systems. Upon completion of the study of hierarchical online system identification (diagnostic phase/estimation), a system/damage prognostic analysis (prognostic phase/prediction) is attempted using a gamma deterioration process. Prognostic analysis is still at a relatively early stage of development in the field of structural dynamics, but it can potentially provide useful insights regarding the lifetime of a dynamically excited structural system. The technique is evaluated on a data set recorded during an experiment involving a full-scale bridge pier under base excitation, tested to impending collapse. Subject(s):
-
Structural analysis (Engineering)
Structural engineering
Nonlinear systems
Structural health monitoring
Engineering
Civil engineering
Mechanical engineering
-
Item views
- 95
-
Metadata:
- text | xml Suggested Citation:
- Thaleia Kontoroupi, 2016, Probabilistic Identification and Prognosis of Nonlinear Dynamic Systems with applications in Structural Control and Health Monitoring, Columbia University Academic Commons, https://doi.org/10.7916/D8MK6CXD.
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