期刊文献+

桥梁预警系统的数据预处理 被引量:1

Data Preprocess for Bridge Damage Alarming System
下载PDF
导出
摘要 针对影响桥梁预警系统有效工作的数据获取问题,提出了融合神经规则、数据分类和数据评估的预警系统数据预处理方法.通过训练集将人工完成数据处理过程中所用到的知识融入到神经规则中,并应用神经规则剔除噪声数据;根据拟定的相似性指标对神经规则输出的数据进行分类,合并相似度较大的信息,以大幅度降低数据量;应用曲率模态对各测点保留的信息进行剖分,并与桥梁结构各测点的标准曲率模态比较,提取与初始数据信息不一致的采样数据,为预警系统的损伤识别提供依据.模拟分析表明,该方法能够在大幅度降低预警系统数据量的基础上保留结构状态发生变化的关键信息,具有一定的应用价值. Bridge alarming system data sets are often interspersed with noise.If it does not consider noise,the data process algorithm in alarming system may not provide accurate results.A new hybrid approach comprising of neural rules,data classification and data evaluation was proposed to carry out data selection.Specifically,the neural rules remove noise data by applying the principles of an intelligent reasoning process.Data classification classifies the patterns in the reduced datasets based on the similarity index.The data evaluation applies curvature model to extract kernel information of bridge structure.The simulation results demonstrate that the proposed approach produces good classification accuracy and a higher level of consistency to bridge damage condition.
作者 陈明
出处 《上海交通大学学报》 EI CAS CSCD 北大核心 2012年第10期1680-1685,1692,共7页 Journal of Shanghai Jiaotong University
基金 上海市科学技术委员会科研计划项目(10230501400) 铁道部科技研究开发计划项目(2012G003-E)
关键词 桥梁预警系统 数据处理 预处理 bridge alarming system data process preprocess
  • 相关文献

参考文献9

  • 1Majumder L, Manohar C S. A time-domain approach for damage detection in beam structures using vibra- tion data with a moving oscillator as an excitation source[J]. Journal of Sound and Vibration, 2003, 268 (4) : 699-716.
  • 2Rucka M, Wilde K. Application of continuous wave- let transform in vibration based damage detection method for beams and plates[J]. Journal of Sound and Vibration, 2006, 297(3-5) :536-550.
  • 3He Rong-song, Hwang Shun-fa. Damage detection by an adaptive real-parameter simulated annealing ge- netic algorithm[J]. Computers & Structures, 2006, 84(31-32) : 2231-2243.
  • 4Yeung W T, Smith J W. Damage detection in bridges using neural networks for pattern recognition of vi- bration signatures[J]. Engineering Structures, 2005, 27(5) :685-698.
  • 5荆龙江,项贻强.基于柔度矩阵法的大跨斜拉桥主梁的损伤识别[J].浙江大学学报(工学版),2008,42(1):164-169. 被引量:23
  • 6陈晓强,朱宏平,閤东东.基于伪比能的梁式结构损伤识别[J].振动与冲击,2008,27(2):29-33. 被引量:6
  • 7丁幼亮,李爱群,缪长青.基于小波包能量谱的结构损伤预警方法研究[J].工程力学,2006,23(8):42-48. 被引量:80
  • 8Pandey A K, Biswas M, Samman M M. Damage de- tection from changes in curvature mode shapes[J]. Journal of Sound and Vibration, 1991,145 (2) : 321- 32.
  • 9Yang Y B, Chen Y J. A new direct method for upda ting structural models based on measured modal data [J]. Engineering Structures, 2009, 31(1 ) : 32-42.

二级参考文献23

  • 1丁幼亮,李爱群,缪长青.大跨桥梁结构损伤预警的基本原理与方法[J].防灾减灾工程学报,2005,25(2):140-145. 被引量:9
  • 2顾培英,陈厚群,李同春,邓昌.基于应变模态差分原理的直接定位损伤指标法[J].振动与冲击,2006,25(4):13-17. 被引量:16
  • 3杨福生.小波变换的工程分析与应用[M].北京:科学出版社,2001..
  • 4Sun Z,Chang C C.Structural damage assessment based on wavelet packet transform[J].Journal of Structural Engineering,2002,128(10):1354~1361.
  • 5Yan Y J,Yam L H.Online detection of crack damage in composite plates using embedded piezoelectric actuators/sensors and wavelet analysis[J].Composite Structures,2002,58(1):29~38.
  • 6Chui C K.An introduction to wavelets[M].San Diego:Academic Press,1992.
  • 7文成林.多尺度估计理论及方法研究[D].西安:西北工业大学,1999.
  • 8宋雨.文晖大桥健康监测和管理系统中的几个关键问题研究[D].杭州:浙江大学,2003.
  • 9雨宫好文,佐藤幸男.信号处理入门[M].宋伟刚,译.北京:科学出版社,2000.
  • 10HEYLEN W,LAMMENS S,SAS P.模态分析理论与试验[M].白化同,等,译.北京:北京理工大学出版社,2001.

共引文献103

同被引文献8

引证文献1

二级引证文献41

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部