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桥梁断面颤振导数识别的加权最小二乘法 被引量:10

Weighted least square method for identification of flutter derivatives of bridge section
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摘要 基于节段模型弯扭耦合自由振动试验,在现有的最小二乘迭代法中引入加权矩阵,给出了桥梁断面颤振导数识别的加权最小二乘迭代法(WLS法)。设计了一个节段模型仿真系统将WLS法与现有方法进行了比较,试验结果验证了WLS具有更好的识别精度和计算效率。最后基于MATLAB语言编制了颤振导数识别程序并应用于风洞试验中,通过不同识别方法的风洞试验结果对比验证了该方法的正确性与可靠性。 Based on two-degree-of-freedom coupled free vibration sectional model wind tunnel tests, the method of weighted least square (WLS method) for identifying flutter derivatives is derived by introducing a weighted matrix. The comparison be-tween WLS method and existing method based on the simulation experiment of the two-degree-of-freedom model is carried out, and the proposed method is proved to have better anti-noise ability and computational efficiency. In addition, the identification program based on MATLAB language is applied to the wind tunnel test, and the reliability and applicability of the proposed method are verified by test examples.
出处 《振动工程学报》 EI CSCD 北大核心 2017年第6期993-1000,共8页 Journal of Vibration Engineering
基金 国家自然科学基金资助项目(51078038)
关键词 桥梁断面 颤振导数 风洞试验 最小二乘法 MATLAB bridge section flutter derivatives wind tunnel test least square method MATLAB
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  • 1祝志文,陈政清.数值模拟桥梁断面气动导数和颤振临界风速[J].中国公路学报,2004,17(3):41-45. 被引量:39
  • 2胡庆安,乔云强,刘健新.MSS62.5移动模架造桥机风洞试验及抗风分析[J].筑路机械与施工机械化,2006,23(10):36-38. 被引量:11
  • 3HONDA A, SHIRAISHI N, MOTOYAMA S. Aerody-namic Stability of Kansai International Airport Access Bridge[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1990,33 (1/2) : 369-376.
  • 4MATSUMOTO M, SHIJO R, EGUCHI A, et al. On the Flutter Characteristics of Separated Two Box Gird- ers[J]. Wind and Structures,2004,7(4) :281-291.
  • 5SARKAR P P,JONES N P,SCANLAN R H. System Identification for Estimation of Flutter Derivatives[J]. Journal of Wind Engineering and Industrial Aerody- namics, 1992,42(1/2/3): 1243-1254.
  • 6VAN OVERSCHEE P,DE MOOR B. Subspace Algo- rithms for the Stochastic Identification Problem[J]. Automatica, 1993,29 (3) :649-660.
  • 7GU M, QIN X R. Direct Identification of Flutter De- rivatives and Aerodynamic Admittances of Bridge Decks[J]. Engineering Structures, 2004,26 (14) : 2161- 2172.
  • 8SCANLAN R H, TOMO J. Airfoil and Bridge Deck Flutter Derivatives[J]. Journal of Engineering Mechan- ics, 1971,97(6):1717-1737.
  • 9SCANLAN R H. Problematics in Formulation of Wind- force Models for Bridge Decks[J]. Journal of Engineer- ing Mechanics, 1993,119 (7): 1353-1375.
  • 10JAIN A,JONES N P,SCANLAN R H. Coupled Flut ter and Buffeting Analysis of Long-span Bridges[J]. Journal of Structural Engineering, 1996,122 (7):716-725.

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