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Unified Practical Formulas for Vibration-Based Method of Cable Tension Estimation

机译:基于振动的电缆张力估计方法的统一实用公式

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摘要

In this paper, unified practical formulas are proposed to estimate cable tension for vibrations under different boundaries. Correction coefficients are applied to the cable tensions calculated from the taut string theory. In these formulas, a dimensionless parameter η is introduced to represent the relative bending stiffness of the cable in lieu of the dimensionless parameter ξ in the previous formulas found in practice. Results have shown that the proposed formulas are accurate. For the fixed-fixed boundaries, the error in the estimated cable tensions for various frequencies is less than 3% for η ≤ 0.88, and less than 1% for η ≤ 0.55. For the fixed-hinged boundaries, the error in the estimated cable tensions for various frequencies is less than 1% for η ≤ 0.9. If there are multiple frequencies in the in-situ measurement, the proposed formulas can be used to identify the cable tension and bending stiffness simultaneously by solving a quadratic equation. The proposed formulas have been validated against several numerical examples as well as practical test cases.
机译:在本文中,提出了统一的实用公式来估计电缆在不同边界下的振动张力。将校正系数应用于根据拉紧弦理论计算出的电缆张力。在这些公式中,引入了无量纲参数η来表示电缆的相对弯曲刚度,代替了在实践中发现的先前公式中的无量纲参数ξ。结果表明,所提出的公式是准确的。对于固定边界,对于各种频率的估计电缆张力误差,对于η≤0.88小于3%,对于η≤0.55小于1%。对于固定铰接边界,对于η≤0.9,在各种频率下估算的电缆张力误差均小于1%。如果现场测量中存在多个频率,则可以通过求解二次方程式,使用所提出的公式来同时识别电缆的张力和弯曲刚度。所提出的公式已针对多个数值示例和实际测试案例进行了验证。

著录项

  • 来源
    《Advances in Structural Engineering》 |2015年第3期|405-422|共18页
  • 作者单位

    Guangzhou University-Tamkang University Joint Research Center for Engineering Structure Disaster Prevention and Control, Guangzhou University, Guangzhou 510006, China;

    Guangzhou University-Tamkang University Joint Research Center for Engineering Structure Disaster Prevention and Control, Guangzhou University, Guangzhou 510006, China;

    School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China;

    School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China;

    Guangzhou University-Tamkang University Joint Research Center for Engineering Structure Disaster Prevention and Control, Guangzhou University, Guangzhou 510006, 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
  • 中图分类
  • 关键词

    cable tension; cable-supported bridges; vibration-based method; unified practical formulas; boundary conditions; bending stiffness;

    机译:电缆张力电缆支撑的桥;基于振动的方法;统一的实用公式;边界条件;弯曲刚度;

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