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桥梁墩柱损伤动力测试分析及评价
引用本文:韩之江,王易阳,吕立宁.桥梁墩柱损伤动力测试分析及评价[J].四川理工学院学报(自然科学版),2013,26(1):51-54.
作者姓名:韩之江  王易阳  吕立宁
作者单位:1. 山西省交通科学研究院黄土地区公路建设与养护技术交通行业重点实验室,太原,030006
2. 河海大学大禹学院,南京,210098
基金项目:山西省交通运输厅项目(2012-1-13)
摘    要:采用环境随机激励法和脉冲激励法两种方法,利用动力测试技术,对受损桥墩进行测试。通过桥墩理论频率计算值与桥墩实测频率值比较,无损桥墩频率值与损伤桥墩频率值比较,对受损桥墩的整体工作性能进行了综合评价,以探讨一种对受损桥墩的快速检测方法。

关 键 词:桥梁墩柱  动力测试  自振频率

Analysis and Evaluation of Dynamic Test for Bridge Columns Damage
HAN Zhi-jiang , WANG Yi-yang , LV Li-ning.Analysis and Evaluation of Dynamic Test for Bridge Columns Damage[J].Journal of Sichuan University of Science & Engineering:Natural Science Editton,2013,26(1):51-54.
Authors:HAN Zhi-jiang  WANG Yi-yang  LV Li-ning
Institution:1(1.Key Laboratory of Highway Construction and Maintenance Technique in Loess Area,Shanxi Transportation Research Institute,Taiyuan 030006,China;2.College of Dayu,Hehai University,Nanjing 210098,China)
Abstract:Two ways of the environmental random excitation method and pulse excitation method are used to test the damaged pier by dynamic test technique. Through the comparison of the pier theoretical frequency calculation value with the pier measured frequency value, and lossless pier frequency value with the damaged pier frequency value, a comprehensive evaluation is conducted on the overall performance of the damaged pier, so a rapid detection method for the damaged pier is explored.
Keywords:bridge columns  dynamic test  natural frequency
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