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桥梁振动控制系统的GA-BP神经网络非参数辨识方法研究 被引量:1

Non-parameter identification of the bridge vibration control system based on GA-BP networks
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摘要 文章提出了一种基于GA-BP神经网络的地震激励下桥梁振动控制系统的非参数辨识方法,该方法避免了BP算法易陷入局部极小值、训练速度慢、误差函数必须可导及受网络结构限制等缺陷,克服了传统系统辨识要对结构进行预先假定、容错能力差、无法辨识系统非线性特性等问题,考虑到结构-控制装置的相互作用,可以真实反映桥梁结构动力特性。 A new structural system identification method based on GA-BP networks is presented. The new system identification method helps to avoid some disadvantages of the BP algorithm, which is easy to fall into the local minimum and limited by network structure, has a slow training speed and needs derivable error functions,and the new identification method also overcomes the drawbacks of the traditional system identification methods,which need presupposition of the structure, have poor fault-tolerant ability and are unable to identify the system's nonlinear characteristic. The interaction between the structure and the actuators is considered, and the true dynamic performance of the bridge is reflected.
作者 何敏 王建国
出处 《合肥工业大学学报(自然科学版)》 CAS CSCD 北大核心 2008年第10期1692-1694,1702,共4页 Journal of Hefei University of Technology:Natural Science
基金 合肥工业大学科学研究发展基金资助项目(060801F)
关键词 斜拉桥 系统辨识 遗传算法 BP神经网络 cable-stayed bridge system identification genetic algorithm(GA) BP network
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  • 1中国建筑规范编制组.GBJ50011-2001建筑抗震设计规范 [S].北京:中国建筑工业出版社,2001.38.
  • 2Li H N. TLCD semi-active seismic control of irregular structures using artificial neural network [C]. Proc. Of the 15th ASCE Engineering Mechnics Conference, NY, June2-5, 2002.
  • 3Ju-Tae Kim, Hyung-Jo Jung, and In-Won Lee. Optimal structural control using neural networks [J]. Journal of Engineering Mechanics, 2000, 26(2): 201-205.
  • 4Shih-Lin Hung, C Y Kao, J C Lee. Active pulse structural control using artificial neural networks [J]. Journal of Engineering Mechanics, 2000, 126(8): 838-849.
  • 5Dyke S J, Turan G, Caicedo J M, et al. Benchmark Control Problem for Seismic Response of Cable-Stayed Bridges.2000
  • 6Caicedo J M, Dyke S J, Moon S J, et al. Phase Ⅱ benchmark control problem for seismic response of cable-stayed bridges. 2002
  • 7Wilson J, Gravelle W. Modelling of a Cable-Stayed Bridge for Dynamic Analysis, Earthquake Engineering and Structural Dynamics.1991, 20:707-721
  • 8Magana M E, Volz P, Miller T. Nonlinear decentralized control of a flexible cable-stayed beam structure. ASME Journal of Vibration and Acoustics, 1997,119:523-526
  • 9Yozo Fujino. Vibration, control and monitoring of long-span bridges-resent research, developments and practice in Japan. Journal of Constructional Steel Research, 2002,58:71-97
  • 10Dyke S J, Spencer Jr. B F, Sain M K ,Carlson J D. Modeling and Control of Magnetorheological Dampers for Seismic Response. Smart Materials and Structures. 1996, 5:565-575

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