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Self-contained eigenvector algorithm applied to the identification of aerodynamic derivatives of bridge model 被引量:3

Self-contained eigenvector algorithm applied to the identification of aerodynamic derivatives of bridge model
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摘要 On one hand, when the bridge stays in a windy environment, the aerodynamic power would reduce it to act as a non-classic system. Consequently, the transposition of the system’s right eigenmatrix will not equal its left eigenmatrix any longer. On the other hand, eigenmatrix plays an important role in model identification, which is the basis of the identification of aerodynamic derivatives. In this study, we follow Scanlan’s simple bridge model and utilize the information provided by the left and right eigenmatrixes to structure a self-contained eigenvector algorithm in the frequency domain. For the purpose of fitting more accurate transfer function, the study adopts the combined sine-wave stimulation method in the numerical simulation. And from the simulation results, we can conclude that the derivatives identified by the self-contained eigenvector algorithm are more dependable. On one hand, when the bridge stays in a windy environment, the aerodynamic power would reduce it to act as a non-classic system. Consequently, the transposition of the system's right eigenmatrix will not equal its left eigenmatrix any longer. On the other hand, eigenmatrix plays an important role in model identification, which is the basis of the identification of aerodynamic derivatives. In this study, we follow Scanlan's simple bridge model and utilize the information provided by the left and right eigenmatrixes to structure a self-contained eigenvector algorithm in the frequency domain. For the purpose of fitting more accurate transfer function, the study adopts the combined sine-wave stimulation method in the numerical simulation. And from the simulation results, we can conclude that the derivatives identified by the self-contained eigenvector algorithm are more dependable.
出处 《Science China(Technological Sciences)》 SCIE EI CAS 2011年第5期1134-1140,共7页 中国科学(技术科学英文版)
基金 supported by the State Key Program of National Natural Science Foundation of China (Grant No. 11032009) the National Natural Science Foundation of China (Grant No. 10772048)
关键词 特征矩阵 模型识别 气动导数 桥梁模型 向量算法 应用 经典系统 数值模拟 bridge model – aerodynamic derivatives – eigenvector – modal analysis – parameter identification
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参考文献17

  • 1张晓旭,陈力奋,宋汉文.桥梁节段模型实验的组合正弦激励方法[J].振动与冲击,2009,28(12):136-139. 被引量:1
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二级参考文献7

  • 1Scanlan R H, Tomko J J. Airfoil and bridge deck flutter derivatives [ J ]. Journal of the Engineering Mechanics Division, 1971, 97(6) :1717 - 1737.
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  • 5秦仙蓉.紊流风场中大跨度桥梁和超高层建筑气动参数识别的随机方法[R].上海:同济大学土木工程防灾国家重点实验室博士后出站报告,2003.
  • 6于向东,陈政清.桥梁主梁断面颤振导数的强迫振动识别法[J].中国公路学报,2001,14(2):36-39. 被引量:12
  • 7秦飞,宋汉文,王文亮.基于现代谱估计理论的工况模态分析[J].振动与冲击,2002,21(4):72-77. 被引量:9

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