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模式识别的斜拉桥损伤诊断动力指纹与识别算法
引用本文:刘杰,王海龙,张志国,吴立朋. 模式识别的斜拉桥损伤诊断动力指纹与识别算法[J]. 土木建筑与环境工程, 2016, 38(4): 115-123. DOI: 10.11835/j.issn.1674-4764.2016.04.017
作者姓名:刘杰  王海龙  张志国  吴立朋
作者单位:1. 西南交通大学 土木工程学院,成都 610031; 石家庄铁道大学 土木工程学院,石家庄 050043;2. 西南交通大学 土木工程学院,成都 610031; 河北建筑工程学院 土木工程学院,河北 张家口 075000;3. 石家庄铁道大学 土木工程学院,石家庄,050043
基金项目:国家自然科学基金(51408379);河北省自然科学基金(E2013210104、E2013210125、E2016210087);河北省重点学科建设(桥梁与隧道工程).
摘    要:为有效并准确诊断出斜拉桥损伤,对基于模式识别的斜拉桥损伤诊断方法进行了研究。选取易于测试出的低阶模态频率和部分关键点竖向振型数据为动力指纹,无需模态扩展或模型缩聚。研究并采用全因子设计进行动力指纹库的创建,可精确评估设定的损伤因子及其交互作用对损伤识别结果的影响。设计并增加了带随机误差的动力指纹库样本集。编制了基于Matlab的模式识别的多种算法,重点研究了精确度高的多层感知器识别算法及其提高该算法预测准确率的装袋集成算法。最后给出一座单塔双跨双索面斜拉桥的多种识别算法的损伤诊断过程和结果,得到一种可包容测试随机误差的高精确度斜拉桥损伤诊断评估模型。

关 键 词:斜拉桥  损伤诊断  模式识别  动力指纹  识别算法
收稿时间:2016-03-15

Dynamic fingerprint and identification algorithm for damage diagnosis of cable stayed bridge based on pattern recognition
Liu Jie,Wang Hailong,Zhang Zhiguo and Wu Lipeng. Dynamic fingerprint and identification algorithm for damage diagnosis of cable stayed bridge based on pattern recognition[J]. Journal of Civil,Architectrual & Environment Engineering, 2016, 38(4): 115-123. DOI: 10.11835/j.issn.1674-4764.2016.04.017
Authors:Liu Jie  Wang Hailong  Zhang Zhiguo  Wu Lipeng
Affiliation:School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, P. R. China;School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, P. R. China,School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, P. R. China;School of Civil Engineering, Hebei University of Architecture, Zhangjiakou Hebei, 075000, P. R. China,School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, P. R. China and School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, P. R. China
Abstract:In order to effectively and accurately diagnosis the damage of cable stayed bridge, the damage diagnosis method of cable stayed bridge based on pattern recognition was studied. The low order modal frequency and vertical vibrational mode of some key points were selected for dynamic fingerprints of no modal expansion or model condensation. The full factorial design was used to create the dynamic fingerprint database, which could accurately evaluate the damage factors and their interaction effects on the damage identification results. And the dynamic fingerprint database with random error was designed and added. The pattern recognition algorithms based on MATLAB were compiled. The high accuracy of the multilayer perceptron recognition algorithm and the algorithm to improve the prediction accuracy of the bagging ensemble algorithm were mainly studied. In the end, the damage diagnosis process and results of a single tower double span double cable planes cable stayed bridge were presented, and a high precision evaluation model covering random errors for damage diagnosis of cable stayed bridges was obtained.
Keywords:cable-stayed bridge  damage diagnosis  pattern recognition  dynamic fingerprint  identification algorithm
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