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Time-Varying Wind Load Identification Based on Minimum-Variance Unbiased Estimation

机译:基于最小方差无偏估计的时变风荷载识别

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摘要

A minimum-variance unbiased estimation method is developed to identify the time-varying wind load from measured responses. The formula derivation of recursive identification equations is obtained in state space. The new approach can simultaneously estimate the entire wind load and the unknown structural responses only with limited measurement of structural acceleration response. The fluctuating wind speed process is investigated by the autoregressive (AR) model method in time series analysis. The accuracy and feasibility of the inverse approach are numerically investigated by identifying the wind load on a twenty-story shear building structure. The influences of the number and location of accelerometers are examined and discussed. In order to study the stability of the proposed method, the effects of the errors in crucial factors such as natural frequency and damping ratio are discussed through detailed parametric analysis. It can be found from the identification results that the proposed method can identify the wind load from limited measurement of acceleration responses with good accuracy and stability, indicating that it is an effective approach for estimating wind load on building structures.
机译:开发了最小方差无偏估计方法,以根据测得的响应识别随时间变化的风荷载。在状态空间中获得递归识别方程的公式推导。新方法仅在有限的结构加速度响应测量下才能同时估算整个风荷载和未知的结构响应。在时间序列分析中,通过自回归(AR)模型方法研究了风速波动过程。通过识别二十层剪力建筑结构上的风荷载,对反方法的准确性和可行性进行了数值研究。研究并讨论了加速度计的数量和位置的影响。为了研究所提方法的稳定性,通过详细的参数分析,讨论了误差对诸如固有频率和阻尼比等关键因素的影响。从识别结果可以看出,所提出的方法可以从有限的加速度响应测量值中识别出风荷载,具有良好的精度和稳定性,表明该方法是一种估计建筑结构风荷载的有效方法。

著录项

  • 来源
    《Shock and vibration》 |2017年第6期|12.1-12.15|共15页
  • 作者单位

    Harbin Inst Technol, Shenzhen Grad Sch, Shenzhen 518055, Peoples R China;

    Harbin Inst Technol, Shenzhen Grad Sch, Shenzhen 518055, Peoples R China;

    Harbin Inst Technol, Shenzhen Grad Sch, Shenzhen 518055, Peoples R China;

    Harbin Inst Technol, Shenzhen Grad Sch, Shenzhen 518055, Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
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