|本期目录/Table of Contents|

[1]周广东,操声浪,刘定坤.基于自适应动态惩罚遗传算法的桥梁监测无线测点优化研究[J].建筑科学与工程学报,2018,35(05):86-92.
　ZHOU Guang-dong,CAO Sheng-lang,LIU Ding-kun.Generalized Genetic Algorithm Integrating Self-adaptive Dynamic Penalty for Optimal Wireless Sensor Placement in Bridge Monitoring[J].Journal of Architecture and Civil Engineering,2018,35(05):86-92.
点击复制

基于自适应动态惩罚遗传算法的桥梁监测无线测点优化研究(PDF)
分享到：

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
35卷
期数:
2018年05期
页码:
86-92
栏目:
出版日期:
2018-09-03

文章信息/Info

Title:
Generalized Genetic Algorithm Integrating Self-adaptive Dynamic Penalty for Optimal Wireless Sensor Placement in Bridge Monitoring
作者:
周广东，操声浪，刘定坤
河海大学土木与交通学院
Author(s):
ZHOU Guang-dong, CAO Sheng-lang, LIU Ding-kun
College of Civil and Transportation Engineering, Hohai University
关键词:
结构健康监测; 无线传感网络; 测点优化布置; 广义遗传算法; 自适应动态惩罚函数
Keywords:
structural health monitoring;  wireless sensor network;  optimal sensor placement;  generalized genetic algorithm;  self-adaptive dynamic penalty function
分类号:
-
DOI:
-
文献标志码:
A
摘要:
针对桥梁监测的无线测点优化布置问题，提出一种基于自适应动态惩罚函数的改进广义遗传算法。首先针对无线传感器数量固定和通信距离有限的典型特征将桥梁监测无线测点优化布置表达为约束优化问题，无线传感器的数量和极限传输距离作为优化问题的约束；其次构建了一种能够根据解的偏离程度和种群中高适应度个体数量自动调整惩罚力度的自适应动态惩罚函数；然后采用精英保存机制和末位淘汰策略对基于二重结构编码的广义遗传算法进行了改进；最后利用一大跨悬索桥对该方法进行了验证，并进一步讨论了自适应动态惩罚函数对解的有效性和收敛速度的影响。结果表明：提出的自适应动态惩罚函数能够根据种群的特征自动改变惩罚尺度，保证无线传感器之间的距离小于极限通信距离，同时将无线数据传输距离对桥梁监测信息获取的影响降到最低；改进的广义遗传算法具有很强的全局快速寻优能力，能够快速搜索到全局最优解，优化结果不仅能够满足无线传感网络数据传输距离的要求，还能最大化无线测点的信息获取能力。
Abstract:
An improved generalized genetic algorithm combining with self-adaptive dynamic penalty function was proposed for optimal wireless sensor placement in bridge monitoring. Firstly, the problem of optimal wireless sensor placement in bridge monitoring was modeled as a constrained optimization problem considering the number of wireless sensors and the limited data transmission distance. The number of wireless sensors and the data transmission distance were taken as two constraints. And then, the self-adaptive dynamic penalty function was established, which could adjust the penalty automatically according to the evolution generation and the population of good individuals. Thirdly, the generalized genetic algorithm based on dual-structure coding was improved by elite conservation strategy and worst elimination policy. Finally, numerical experiments were carried out using a longspan suspension bridge and the influences of the self-adaptive dynamic penalty function on the effectiveness of solutions and the convergence speed were discussed. The results indicate that the established selfadaptive dynamic penalty function can minimize the influence of limited wireless data transmission distance on capturing bridge information. The improved generalized genetic algorithm has strong capability of exploring the global optimal solutions and can find the global optimal solution quickly and stably. The optimal wireless sensor configuration extracted by the method proposed can simultaneously meet the data transmission requirement of wireless sensor network and strengthen the capability of obtaining structural information.

参考文献/References:

相似文献/References:

[1]李宏男,林世伟,伊廷华.基于静力虚拟变形法的结构损伤识别研究[J].建筑科学与工程学报,2016,33(05):1.
　LI Hong-nan,LIN Shi-wei,YI Ting-hua.Study on Structural Damage Identification by Static Virtual Distortion Method[J].Journal of Architecture and Civil Engineering,2016,33(05):1.
[2]姜绍飞,杨博,党永勤.易损性分析在结构抗震及健康监测中的应用[J].建筑科学与工程学报,2008,25(02):15.
　JIANG Shao-fei,YANG Bo,DANG Yong-qin.Application of Vulnerability Analysis in Structural Seism and Health Monitoring[J].Journal of Architecture and Civil Engineering,2008,25(05):15.

备注/Memo

备注/Memo:
更新日期/Last Update: 2018-09-03