期刊文献+

基于大爆炸优化算法的结构参数识别 被引量:5

Structural Parameter Estimation Based on Big Bang-Big Crunch Algorithm
在线阅读 下载PDF
导出
摘要 作为一种新颖的优化工具,大爆炸算法(Big Bang-Big Crunch optimization,BB-BC)被成功应用于很多复杂优化问题。结构参数识别一直是结构健康监测的核心问题,利用BB-BC算法进行结构参数识别的研究。该方法的基本思想是通过最小化识别模型与实际结构系统响应的误差,从而将参数识别问题转化成一个多峰值非线性非凸的优化问题,并利用BB-BC算法发现系统参数的最优估计。利用BB-BC算法在输入输出数据不完备且噪声污染条件下,同时在没有系统质量、刚度等先验信息的情况下对结构系统进行了参数识别,并与基于遗传算法(GA)、粒子群(PSO)的参数识别方法进行了比较。结果表明:该方法可以成功地应用于结构参数识别,识别效能更优越。 As a novel optimization tool,Big Bang-Big Crunch optimization(BB-BC) has attracted much attention and yielded promising results for solving complex optimization problems.This paper utilizes the BB-BC for structural parameter estimation which plays key role in health monitoring.The purpose of parameter estimation is to establish the mathematical model of a structural system to fit the behavior of real systems via minimizing the discrepancy between computed and measured responses,which could be formulated as a multi-modal and nonlinear optimization problem with high dimension.Some results obtained with this algorithm are presented for the identification of structure under conditions including limited input/output data,noise polluted signals,and no prior knowledge of mass,or stiffness of the system.The proposed method is also compared to the identification method based on GA and PSO.The numerical examples and comparing results show that the BB-BC algorithm can successfully applied in structural parameter estimation and the identification performance is superior.
出处 《江西科学》 2010年第2期135-140,共6页 Jiangxi Science
基金 国家自然科学基金项目(50708076) 教育部留学回国人员科研启动基金项目
关键词 大爆炸优化算法 粒子群优化 遗传算法 参数识别 Big bang-big crunch optimization algorithm Particle swarm optimization algorithm Genetic algorithm Parameter estimation
  • 相关文献

参考文献16

  • 1Yang J,Pan S,Lin S.Least-squares estimation with unknown excitations for damage identification of structures[J].J Eng Mech,2007,133(1):12-21.
  • 2Campillo F,Mevel L.Recursive maximum likelihood estimation for structural health monitoring:tangent filter implementations[C].Proceedings of the 44th IEEE Conference on Decision and Control and European Control Conference (CDC-ECC'05),Seville,Spain,2005.
  • 3Yang J,Lin S,Huang H,et al.An adaptive extended Kalman filter for structural damage identification[J].Struct Control Health Monitor,2005,13(4):849-867.
  • 4Sato T,Qi K daptive H∞ filter:its application to structural identification[J].J.Eng.Mech.,1998,124(11):1233-1240.
  • 5Li S,Suzuki Y,Noori M.Identification of hysteretic systems with slip using bootstrap filter[J].Mech Syst Signal Process,2004,18(4):781-795.
  • 6Perry M J,Koh C G.,Choo Y S.Modified genetic algorithm strategy for structural identification[J].Computers & Structures,2006,84(8~9):529-540.
  • 7Chou J H,Ghaboussi J.Genetic algorithm in structural damage detection[J].Comput.Struct.,2001,79(14):1335-1353.
  • 8Koh C G,Hong B,Liaw C Y.Substructural system identification by genetic algorithms[C].3rd US-Japan Workshop on Nonlinear System Identification and Structural Health Monitoring,Los Angeles,CA,2000.
  • 9Koh C G,Chen Y F,Liaw C Y.A hybrid computational strategy for identification of structural parameters[J].Comput.Struct.,2003,81(2):107-117.
  • 10张伟,唐和生,薛松涛,李凯.基于粒子群优化的结构系统识别[J].燕山大学学报,2009,33(2):153-158. 被引量:4

二级参考文献1

共引文献3

同被引文献55

  • 1支承松动转子系统模型及其故障诊断方法研究[J].振动工程学报,2004,17(z1):356-358. 被引量:1
  • 2陈炳瑞,杨成祥,冯夏庭,王文杰.自适应混沌遗传混合算法及其参数敏感性分析[J].东北大学学报(自然科学版),2006,27(6):689-693. 被引量:8
  • 3贠来峰,芮筱亭,王公廉,唐静静,陆毓琪.刚弹耦合多体系统物理参数的一种识别方法[J].南京理工大学学报,2006,30(4):424-428. 被引量:1
  • 4Jeong-Tae Kim, Jae-Hyung Park, Jin-Hak Lee. Application to genetic algorithm for vibration-base damage detection in beam-type structure [A]. ASMSST 2005[C]. Gyeongju, Korea.
  • 5Xiaoting Rui, Guoping Wang, Yuqi Lu, et al. Transfer matrix method for linear multibody system[J].Multibody System Dynamics, 2008, 19 : 179-207.
  • 6姜丽萍,杜修力.基于经验遗传-单纯形算法和结构模态参数识别结构物理参数的方法[J].地震工程与工程振动,2007,27(4):116-121. 被引量:7
  • 7陈国梁 王熙法 庄镇泉.遗传算法及其应用[M].北京:人民邮电出版社,1996..
  • 8Zaini A A, Endut I R, Shehu Z. A preliminary study of the subcontractor' s risk identification for the construction projects C 1// ISBEIA 2012 IEEE Symposium on Business, Engineering and Industrial Applications, Bandung: IEEE Computer Society, 2012: 878-883.
  • 9Hampel F R, Ronchetti E M, Rousseeuw P J, et al. Robust statistics: the approach based on influence functions[M]. New York: John Wiley & Sons, 2011: 1-18.
  • 10Takezawa A, Nii S, Kitamura M, et al. Topology optimization for worst load conditions based on the eigenvalue analysis of an aggregated linear system [ J ]. Computer Methods in Applied Mechanics and Engineering, 2011, 200 (25/26/27/28) : 2268-2281.

引证文献5

二级引证文献22

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部