中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2013, Vol. 32 ›› Issue (6): 1133-1136.DOI: 10.3969/j.issn.1674-0696.2013.06.08

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Application of Assessment Methods of Bridge Health Monitoring Deflection

Lu Shuang , Zhang Yongshui   

  1. School of Civil Engineering & Architecture , Chongqing Jiaotong University , Chongqing 400074 , China
  • Received:2012-10-24 Revised:2013-07-03 Online:2013-12-15 Published:2015-01-22

桥梁健康监测挠度评估方法应用

路双,张永水   

  1. 重庆交通大学土木建筑学院,重庆 400074
  • 作者简介:路双(1986—),男,陕两商洛人,硕士研究生,主要从事桥梁检测研究方面的工作。E-mail:Lu_sfeixiang@163.com

Abstract: Taking Chongqing Fuling Shibangou Yangtze River Bridge as an example , the distribution trend analysis on the main beam def1ection monitoring data with different capacities was carried out. And then data rate method was used to identify the distortion data of the def1ection at a single point. The results show that the tested bridge has normal def1ection variation , and the def1ection evaluation time cycle should take 3 months. The data rate method and the analytic hierarchy process method are combined and applied to the evaluation of bridge health monitoring def1ection , which is worthy of further exploration.

Key words: health monitoring, def1ection, evaluation period, distortion data

摘要: 以重庆、清陵石板沟长江大桥为例,对不同容量的主梁挠度监测数据进行分布趋势分析,刀,采用数据变化率法 识别出挠度单点失真数据。研究结果表明:该桥的挠度变化幅度正常;挠度评估周期宜取3个月;将数据变化率法 与层次分析法结合运用到桥梁健康监测挠度评估中需要进一步探讨。

关键词: 健康监测, 挠度, 评估周期, 失真数据

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