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基于频率法的悬索桥锚跨索股索力测试分析

薛刚 孙树宝 李建刚

噪声与振动控制2017,Vol.37Issue(5):154-159,6.
噪声与振动控制2017,Vol.37Issue(5):154-159,6.DOI:10.3969/j.issn.1006-1355.2017.05.032

基于频率法的悬索桥锚跨索股索力测试分析

Cable Force Test and Analysis of Anchor Span Stand for Suspension Bridges Based on Frequency Method

薛刚 1孙树宝 1李建刚2

作者信息

  • 1. 内蒙古科技大学 土木工程学院,内蒙古 包头 014010
  • 2. 中交第一公路工程局有限公司,北京 100010
  • 折叠

摘要

Abstract

In order to obtain cable force of anchor span stand for suspension bridges precisely so that the cable force can be controlled easily and accurately during construction, the cable force is tested by frequency method based on the construction characteristics of anchor span structure. Factors affecting frequency identification such as incentive mode, sensor placement and so on are analyzed. The variation law of the cable force for cable stand with different stress, frequency order and cable length is obtained. The results show that when using the frequency method for measurement, the artificial incentive should be a prior selection to the others. In order to identify the cable vibration frequency accurately, the sensor can be arranged at L/6 distance away from the cable end. The accuracy of the cable force calculation can be ensured by selecting the first-order natural frequency in the calculation. When the stress of the cable stand is close to its tensile limit, the material properties of the cable are fully utilized and the calculation error is small.

关键词

振动与波/锚跨索股/频率法/激励方式/索力

Key words

vibration and wave/anchor span strand/frequency method/excitative way/cable force

分类

通用工业技术

引用本文复制引用

薛刚,孙树宝,李建刚..基于频率法的悬索桥锚跨索股索力测试分析[J].噪声与振动控制,2017,37(5):154-159,6.

基金项目

内蒙古自治区自然科学基金资助项目(2015MS0552) (2015MS0552)

噪声与振动控制

OACSCDCSTPCD

1006-1355

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