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Structural damage identification based on evidence fusion and improved particle swarm optimization

机译:基于证据融合和改进粒子群算法的结构损伤识别

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摘要

In order to solve a structural multi-damage identification problem, a two-stage damage identification method based on evidence fusion and improved particle swarm optimization (IPSO) is presented. First, structural modal strain energy and frequency are considered as two kinds of information sources. Then, evidence fusion theory is utilized to integrate the two information sources and preliminarily identify structural damage locations. After the damaged locations are determined, particle swarm optimization (PSO) is used to identify the extent of structural damage. Considering that the search efficiency of a basic PSO is still not very good, some improved strategies are presented, such as mutation position iteration formula, micro-search of an elitist, two convergence conditions, etc. The simulation results demonstrate that the proposed two-stage method can estimate the damage locations and extent with good accuracy.
机译:为了解决结构多损伤识别问题,提出了一种基于证据融合和改进粒子群算法的两阶段损伤识别方法。首先,结构模态应变能和频率被认为是两种信息源。然后,利用证据融合理论将两个信息源整合在一起,并初步确定结构破坏的位置。确定损坏的位置后,使用粒子群优化(PSO)识别结构损坏的程度。考虑到基本PSO的搜索效率仍然不是很好,提出了一些改进的策略,例如突变位置迭代公式,精英搜索,两个收敛条件等。仿真结果表明,提出的两种算法阶段法可以很好地估计损坏的位置和程度。

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