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基于灰色-神经网络的大跨度斜拉桥参数识别 被引量:6

Parameter Identification of Long-Span Cable-Stayed Bridge Based on Grey-Neural Network
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摘要 为解决大跨度斜拉桥施工过程中观测噪声对结构参数识别的影响,以苏通大桥为工程背景,提出了基于灰色-神经网络的施工全过程参数识别方法.灰色系统理论与人工神经网络相融合,在小样本和数据不完备的情况下可以进行结构参数识别,并具有预测功能.苏通大桥参数识别的结果表明,参数识别后的计算值与实际结构挠度响应间的最大误差减小77%,与传统识别方法相比,灰色-神经网络方法的识别精度提高50%. To solve the structural parameter identification construction process of long-span cable-stayed bridges, problem with measurement noises during the an entire-processed parameter identification method based on grey-neural network was proposed. The fusion of the grey system theory and the artificial neural network makes it possible to identify and forecast structural parameters even under the condition of insufficient samples or incomplete data. The identification results for the Su-Tong bridge show that with the proposed method the maximum error between post-identification result and real structural response decreases by 77% and the estimation accuracy is raised by 50% than with traditional ones.
出处 《西南交通大学学报》 EI CSCD 北大核心 2009年第5期704-709,共6页 Journal of Southwest Jiaotong University
基金 国家科技支撑计划资助项目(2006BAG04B03)
关键词 斜拉桥 参数识别 施工控制 灰色-神经网络 cable-stayed bridge parameter identification construction control grey-neural network
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  • 1史永胜,许东俊.时序分析在边坡位移预测中的应用[J].岩土力学,1995,16(4):1-7. 被引量:13
  • 2赵雷,武芳文.南京长江三桥初步设计方案施工阶段稳定性分析[J].西南交通大学学报,2005,40(4):467-472. 被引量:16
  • 3Tomaka, H., and Kamei, M. Cable tension adjustment bystructural system identification [ C ]. International Conference on Cable-stayed Bridges, Bangkok: Asian Institute of Technology, 1987, 856-868.
  • 4Kalman, R. E. A new approach to linear filtering and prediction problems [J]. J. Basic Engrg., 1960, 82 (1): 35-45.
  • 5Hoshiya, M., and Sutoh, A. Kalman filter-finite dement method in identification [J]. J. Engrg. Mech., ASCE,1993, 119 (2): 197-210.
  • 6Ghanem, R., and Shinozuka, M. Structural system identification h theory [J]. J. Engrg. Mech., ASCE, 1995, 121(2): 255-264.
  • 7$akai, F., Isoe, A., and Umeda, H. A new methodology for control of construction accuracy in cable-stayed bridges [ C].Proceeding of 3rd East Asian-Pacific Conference on Structural Engineering and Construction, Shanghai, China, 1991.
  • 8Sorenson, H. W. Parameter estimation: principles and problems [M]. New York: Dekker, 1980.
  • 9华南理工大学城市建设研究中心.广东省西部沿海高速公路崖门大桥施工监控工作总结[R].,2003..
  • 10.GB/T 50283—1999,公路工程结构可靠度设计统一标准[s].[S].北京:中国计划出版社,1999..

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