建筑技术开发2024,Vol.51Issue(1) :137-139.

基于桥梁健康监测数据的损伤识别方法应用研究

APPLICATION OF DAMAGE IDENTIFICATION METHOD BASED ON BRIDGE HEALTH MONITORING DATA

刘飞 李冬冬 解峥
建筑技术开发2024,Vol.51Issue(1) :137-139.

基于桥梁健康监测数据的损伤识别方法应用研究

APPLICATION OF DAMAGE IDENTIFICATION METHOD BASED ON BRIDGE HEALTH MONITORING DATA

刘飞 1李冬冬 2解峥3
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作者信息

  • 1. 威海市公路事业发展中心,山东威海 264299
  • 2. 哈尔滨工业大学重庆研究院,哈尔滨 401151
  • 3. 哈尔滨合正科技有限公司,哈尔滨 150028
  • 折叠

摘要

以长会口特大桥为研究对象,运用现场健康监测的方法对桥梁的应变时程进行数据采集,并运用数学方法和信号处理技术对应变信号进行异常数据剔除、内插和滤波,采用应变比理论对桥梁的刚度受损情况进行识别和评估.结果表明,对比桥梁主跨上游、下游以及最不利段断面处理前后的应变数据,处理前的桥梁健康监测数据存在不同程度的抖动,数据较为粗糙,混合了原始监测值、环境噪声和人为激励,随机白噪声干扰了对有效信号的提取,而处理后的应变时程曲线则较为平滑,随机白噪声得到有效滤除,异常数据得到了剔除,有效信号还原度高;基于应变比分析表明,桥梁跨中上游、下游和最不利断面应变比的众值和置信区间均未发生明显变化,桥梁结构未发生结构损伤.

Abstract

In order to improve the structure of the bridge,the Changhuikou large bridge was taken as the research object,and the strain time history of the bridge was collected by the method of field health monitoring,and the abnormal data was removed,interpolated and filtered by the strain signal using mathematical methods and signal processing technology.The stiffness damage of the bridge was identified and assessed by the strain ratio theory.The results show that,compared with the strain data of the upstream,downstream and most unfavorable sections of the main span of the bridge before and after processing,the bridge health monitoring data before processing have different degrees of jitter,and the data is rough.The original monitoring value,environmental noise and human excitation are mixed,and random white noise interferes with the extraction of effective signals,while the strain time history curve after processing is smooth.The random white noise is effectively filtered out,the abnormal data is removed,and the effective signal restoration is high.Based on the strain ratio analysis,it is shown that the strain ratio of the upper and lower reaches and the most unfavorable section of the bridge does not change significantly,and the structural damage does not occur.

关键词

桥梁工程/损伤识别/应变比

Key words

bridge engineering/damage identification/strain ratio

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出版年

2024
建筑技术开发
北京市建筑工程研究院

建筑技术开发

影响因子:0.351
ISSN:1001-523X
参考文献量5
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