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Genetic Algorithm Supported by Influence Lines and a Neural Network for Bridge Health Monitoring
| 题名： | Genetic Algorithm Supported by Influence Lines and a Neural Network for Bridge Health Monitoring |
| 正文语种： | eng |
| 作者： | G. Marasco;G. Piana;B. Chiaia;G. Ventura |
| 作者单位： | Politecnico di Torino;Politecnico di Torino;Politecnico di Torino;Politecnico di Torino |
| 关键词： | Prestressed concrete bridge;Damage detection;Influence line (IL);Neural network;Genetic algorithm (GA) |
| 摘要： | Abstract This paper proposes a hybrid technique to solve the inverse problem of damage localization and severity estimation in beam structures. The first phase of the method involves the use of influence lines (ILs) to extract information about the damage location. Then, a genetic algorithm (GA), representing the core of the whole procedure, uses static parameters as displacements and rotations at a few points to evaluate the bending stiffness along the structure by updating a finite-element model. The information obtained in the first phase is used in the second phase for (1) reducing the number of design variables of the GA and the consequent computational time; and (2) improving the accuracy of GA solutions because it allows a suitably trained neural network to select proper values for the coefficients of the proposed cost function in the genetic algorithm. The procedure is applied to a test problem, a simply supported, prestressed concrete railway bridge located in northern Italy. Numerical experiments are also conducted to test the procedure when the beam length and geometric properties vary. |
| 出版年： | 2022 |
| 期刊名称： | Journal of structural engineering |
| 卷： | 148 |
| 期： | 9 |
| 页码： | 1-12 |
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