Hilbert-Huang变换在声振信号检测钢管混凝土脱空中的应用
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摘要
提出了基于Hilbert-Huang变换的钢管混凝土脱空检测方法,通过对瞬态冲击下脱空钢管的声振信号进行分析,提取出了瞬时幅值特征样本,采用改进的K均值聚类法对特征样本进行二类模式识别,从而对钢管混凝土的脱空进行判定,试验研究表明本方法的可行性。
The void detection method based on Hilbert-Huang Transform in Concrete Filled Steel Tube(CFST) was proposed.The acoustic vibration signal for CFST with transient impact was analyzed.The instantaneous amplitude feature samples were extracted,and the improved K-means clustering method was used to do second-class pattern recognition for the feature samples.Thus the void in CFST was judged.The result shows this method is feasible.
The void detection method based on Hilbert-Huang Transform in Concrete Filled Steel Tube(CFST) was proposed.The acoustic vibration signal for CFST with transient impact was analyzed.The instantaneous amplitude feature samples were extracted,and the improved K-means clustering method was used to do second-class pattern recognition for the feature samples.Thus the void in CFST was judged.The result shows this method is feasible.
引文
[1]肖云风.钢管混凝土拱桥无损检测技术及应用研究[D].长沙:湖南大学,2007.Xiao Yunfeng.Study of Non-damaged Detection Method in ArchBridge of Concrete-Filled Steel Tube[D].Changsha:Hunan Uni-versity,2007.
[2]钟善桐.钢管混凝土结构:理论与实践[M].北京:清华大学出版社,2003.Zhong Shantong.The Concrete-Filled Steel Tubular Structures[M].Beijing:Tsinghua University Press,2003.
[3]韩林海.钢管混凝土结构[M].北京:科学出版社,2000.Han Linhai.The Concrete-Filled Stell Tubular Structures:Theoryand Practice[M].Beijing:Science Press,2000.
[4]张启伟.桥梁健康监测中的损伤特征提取与异常诊断[J].同济大学学报,2003,31(3):258-262.Zhang Qiwei.Damage feature extraction and novelty detection forbridge health monitoring[J].Journal of Tongji University,31(3):258-262.
[5]李桃迎,陈燕,杨明,等.基于改进模糊k均值算法和神经网络算法的数据挖掘模型[J].大连海事大学学报,2008,34(4):37-40.Li Taoying,Chen Yan,Yang Ming,et al.Data mining modelbased on improved fuzzy k-means algorithm and neural network al-gorithm[J].Journal of Dalian Maritime University,2008,34(4):37-40.
[6]杨淑莹.模式识别与智能计算:MATLAB技术实现[M].北京:电子工业出版社,2008.Yang Shuying.Pattern Recognition and Intelligent Computing:MATLAB Technology[M].Beijing:Publishing House of Elec-tronics Industry,2008.
[7]吴德明,王福敏,殷祥林.基于温度影响的钢管混凝土脱空机理分析[J].重庆交通大学学报:自然科学版,2009,28(2):190-194.Wu Deming,Wang Fumin,Yin Xianglin.Analysis on CFST disen-gaging mechanism based on temperature impact[J].Journal ofChongqing Jiaotong University:Natural Science,2009,28(2):190-194.
[8]吴伟.声振信号检测和分析技术的嵌入式系统研究[D].杭州:浙江大学,2006.Wu Wei.Research on Embedded Sound/Vibration Signal Detectingand Analysis Technology[D].Hangzhou:Zhejiang University,2006.
[9]章句才.声级计国际标准的修订进展与内容[J].应用声学,1995(4):42-46.Zhang Jucai.Progress in and contents of the revision of InternationalStandard of Sound Level Meters[J].Applied Acoustics,1995(4):42-46.
[10]马大猷.现代声学理论基础[M].北京:科学出版社,2004.Ma Dayou.Modern Acoustics Theory[M].Beijing:SciencePress,2004.
[11]Adams R.Vibration measurements in nondestructive testing[C].Thessaloniki,Greece:The 3rd International Conference on Emer-ging Technologies in Non Destructive Testing,2003:27-35.
[12]公茂盛,谢礼.HHT方法在地震工程中的应用之初步探讨[J].世界地震工程,2003,19(3):39-43.Gong Maosheng,Xie Li.Discussion on the application of HHTmethod to earthquake engineering[J].World Earthquake Engineer-ing,2003,19(3):39-43.
[13]沈培文,丁永灿,周水兴,等.钢管混凝土拱桥安全评估方法研究及系统开发[J].重庆交通大学学报:自然科学版,2011,30(1):22-26.Shen Peiwen,Ding Yongcan,Zhou Shuixing,et al.Safety evalua-tion method and system exploitation of CFST arch bridge[J].Jour-nal of Chongqing Jiaotong University:Natural Science,2011,30(1):22-26.
[2]钟善桐.钢管混凝土结构:理论与实践[M].北京:清华大学出版社,2003.Zhong Shantong.The Concrete-Filled Steel Tubular Structures[M].Beijing:Tsinghua University Press,2003.
[3]韩林海.钢管混凝土结构[M].北京:科学出版社,2000.Han Linhai.The Concrete-Filled Stell Tubular Structures:Theoryand Practice[M].Beijing:Science Press,2000.
[4]张启伟.桥梁健康监测中的损伤特征提取与异常诊断[J].同济大学学报,2003,31(3):258-262.Zhang Qiwei.Damage feature extraction and novelty detection forbridge health monitoring[J].Journal of Tongji University,31(3):258-262.
[5]李桃迎,陈燕,杨明,等.基于改进模糊k均值算法和神经网络算法的数据挖掘模型[J].大连海事大学学报,2008,34(4):37-40.Li Taoying,Chen Yan,Yang Ming,et al.Data mining modelbased on improved fuzzy k-means algorithm and neural network al-gorithm[J].Journal of Dalian Maritime University,2008,34(4):37-40.
[6]杨淑莹.模式识别与智能计算:MATLAB技术实现[M].北京:电子工业出版社,2008.Yang Shuying.Pattern Recognition and Intelligent Computing:MATLAB Technology[M].Beijing:Publishing House of Elec-tronics Industry,2008.
[7]吴德明,王福敏,殷祥林.基于温度影响的钢管混凝土脱空机理分析[J].重庆交通大学学报:自然科学版,2009,28(2):190-194.Wu Deming,Wang Fumin,Yin Xianglin.Analysis on CFST disen-gaging mechanism based on temperature impact[J].Journal ofChongqing Jiaotong University:Natural Science,2009,28(2):190-194.
[8]吴伟.声振信号检测和分析技术的嵌入式系统研究[D].杭州:浙江大学,2006.Wu Wei.Research on Embedded Sound/Vibration Signal Detectingand Analysis Technology[D].Hangzhou:Zhejiang University,2006.
[9]章句才.声级计国际标准的修订进展与内容[J].应用声学,1995(4):42-46.Zhang Jucai.Progress in and contents of the revision of InternationalStandard of Sound Level Meters[J].Applied Acoustics,1995(4):42-46.
[10]马大猷.现代声学理论基础[M].北京:科学出版社,2004.Ma Dayou.Modern Acoustics Theory[M].Beijing:SciencePress,2004.
[11]Adams R.Vibration measurements in nondestructive testing[C].Thessaloniki,Greece:The 3rd International Conference on Emer-ging Technologies in Non Destructive Testing,2003:27-35.
[12]公茂盛,谢礼.HHT方法在地震工程中的应用之初步探讨[J].世界地震工程,2003,19(3):39-43.Gong Maosheng,Xie Li.Discussion on the application of HHTmethod to earthquake engineering[J].World Earthquake Engineer-ing,2003,19(3):39-43.
[13]沈培文,丁永灿,周水兴,等.钢管混凝土拱桥安全评估方法研究及系统开发[J].重庆交通大学学报:自然科学版,2011,30(1):22-26.Shen Peiwen,Ding Yongcan,Zhou Shuixing,et al.Safety evalua-tion method and system exploitation of CFST arch bridge[J].Jour-nal of Chongqing Jiaotong University:Natural Science,2011,30(1):22-26.
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