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基于分级免疫萤火虫算法的桥梁振动传感器优化布置研究
引用本文:杨振伟,周广东,伊廷华,李宏男.基于分级免疫萤火虫算法的桥梁振动传感器优化布置研究[J].工程力学,2019,36(3):63-70.
作者姓名:杨振伟  周广东  伊廷华  李宏男
作者单位:1.大连理工大学建设工程学部土木工程学院, 辽宁, 大连 116023;
基金项目:国家自然科学基金;国家自然科学基金;江苏省自然科学基金
摘    要:针对结构健康监测系统设计的振动传感器优化布置问题,在基本萤火虫算法的基础上引入等级划分策略和免疫机制,提出了一种分级免疫萤火虫算法。采用二重结构编码,弥补了基本萤火虫算法只能用于连续优化问题的不足;建立等级划分制度,使不同等级种群内部形成独立的搜索空间,维持了种群多样性,并让优质个体得以保留;引进免疫机制,进行萤火虫的选择、记忆、交叉和变异,增强了算法的全局搜索能力和局部寻优能力;文末利用足尺Benchmark桥梁模型,对算法参数进行了敏感性分析,并开展了振动传感器优化布置方案的选择。结果表明,与基本离散型萤火虫算法相比,分级免疫萤火虫算法的计算效率和寻优结果均有显著提升,能够很好地解决振动传感器优化布置问题。

关 键 词:结构健康监测    传感器优化布置    萤火虫算法    免疫机制    奇异值比准则
收稿时间:2018-01-26

OPTIMAL VIBRATION SENSOR PLACEMENT FOR BRIDGES USING GRADATION-IMMUNE FIREFLY ALGORITHM
YANG Zhen-wei,ZHOU Guang-dong,YI Ting-hua,LI Hong-nan.OPTIMAL VIBRATION SENSOR PLACEMENT FOR BRIDGES USING GRADATION-IMMUNE FIREFLY ALGORITHM[J].Engineering Mechanics,2019,36(3):63-70.
Authors:YANG Zhen-wei  ZHOU Guang-dong  YI Ting-hua  LI Hong-nan
Affiliation:1.School of Civil Engineering, Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, Liaoning 116023, China;2.2 College of Civil and Transportation Engineering, Hohai University, Nanjing, Jiangsu 210098, China
Abstract:To find the optimal vibration sensor placement(OVSP) during designing a structural health monitoring system, the gradation-immune firefly algorithm(GIFA) was proposed by introducing the gradation strategy and the immune pattern to improve the original firefly algorithm. The dual-structure coding method was employed to overcome the shortage that the original firefly algorithm can only be applied to optimal problems with continuous variables. The gradation strategy was developed to limit individuals with different gradations in their respective search space. As a result, the diversity of population is ensured and the individuals with good performance are inherited. Furthermore, the immune pattern is utilized to perform selecting, memorizing, crossing and mutating for fireflies and enhance the capability of global searching and local optimization of the GIFA. A full-scale benchmark cable-stayed bridge was employed as a case study. The parametric sensitivity of the proposed GIFA was discussed and the optimal sensor configurations were offered. The results indicate that the computational efficiency of the GIFA and the quality of optimal solutions provided by the GIFA are dramatically improved when comparing with the simple discrete firefly algorithm. The GIFA is an excellent approach to solve OVSP problems.
Keywords:structural health monitoring  optimal sensor placement  firefly algorithm  immune pattern  singular value ratio criteria
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