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改进QPSO算法识别结构模态参数 被引量:1

Structural Modal Parameter Identification Based on Improved QPSO Algorithm
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摘要 为了进一步增强量子粒子群优化算法的全局寻优能力,提高粒子寻优效率,改善其容易陷入局部最优的缺陷,首先在引入同化和竞争思想的基础上提出一种改进的量子粒子群算法。该改进算法将民族间的同化竞争思想引入粒子寻优过程,以全局最优粒子作为中心粒子,不断同化其余粒子,使粒子之间保持不断竞争关系,以改进粒子的进化方式,提高粒子的寻优性能。接着将改进算法应用于结构模态参数识别,并采用简支梁数值模型对该算法的有效性进行验证,结果表明,改进算法较量子粒子群算法的识别精度和抗噪性都有显著的提高。最后通过三层框架试验验证改进算法在实际工程应用中的有效性。 To further enhance the ability of quantum-behaved particle swarm optimization(QPSO)algorithm in global optimization,raise the efficiency of particles searching and overcome the defect that QPSO may fall into the local optimum easily,an improved QPSO algorithm is proposed.The idea of national assimilation and competition is introduced into the particle optimization process.In the improved QPSO,the global best particle,treated as the central particle,assimilates the other particles constantly.At the same time,competition is maintained among the particles to improve the optimization performance of the algorithm.Then,the improved QPSO is applied to the structural modal parameters identification.The results of numerical simulation of a simply supported beam show that the identification accuracy and the noise-immunity are both improved remarkably.At last,the test of a3-story frame structure is carried out to verify the practicability and reliability of the improved QPSO.
作者 胡皞 邵永亮 常军 HU Hao;SHAO Yong-liang;CHANG Jun(School of Civil Engineering, Suzhou University of Science and Technology, Suzhou 215011, Jiangsu China;Architectural Design and Research Institute of USTS, Suzhou 215011, Jiangsu China)
出处 《噪声与振动控制》 CSCD 2017年第3期82-87,116,共7页 Noise and Vibration Control
基金 江苏省自然科学基金资助项目(BK20141180) 江苏省结构工程重点实验室开放课题(DZ1405) 江苏省建设系统科技项目(2015ZD77)
关键词 振动与波 量子粒子群优化算法 同化与竞争 全局最优 局部最优 模态参数识别 vibration and wave quantum- behaved particle swarm optimization algorithm assimilation and competition global optimum local optimum structural modal parameters identification
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  • 1段志平,张亚.结构阻尼识别的方法及比较[J].福州大学学报(自然科学版),2005,33(z1):208-212. 被引量:10
  • 2伊廷华,李宏男,王国新.基于小波变换的结构模态参数识别[J].振动工程学报,2006,19(1):51-56. 被引量:34
  • 3应怀樵,刘进明,沈松.半功率带宽法与INV阻尼计法求阻尼比的研究[J].噪声与振动控制,2006,26(2):4-6. 被引量:52
  • 4常军,张启伟,孙利民.稳定图方法在随机子空间识别模态参数中的应用[J].工程力学,2007,24(2):39-44. 被引量:50
  • 5Yang 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.
  • 6Campillo 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:IEEE press,2005:5923-5928.
  • 7Yang 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.
  • 8Perry M J,Koh C G,Choo Y S.Modified genetic algorithm strategy for structural identification[J].Computers & Structures,2006,84(8-9):529-540.
  • 9Koh 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.
  • 10Tang H,Xue S.Differential evolution strategy for structural system identification[J].Computer and Structures,2008,86(21-22):2004-2012.

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