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基于CMOR小波扩展特性的基础工程无损诊断 被引量:4

NONDESTRUCTIVE MONITORING OF FOUNDATION ENGINEERING BY UTILIZING EXTENDED PROPERTY OF CMOR WAVELET
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摘要 为了适应基础工程高精度无损诊断的要求 ,提出了中心频率参数Fc 超出小波允许条件取较小值 ,使其时域分析精度近似达到高斯实小波水平的CMOR小波扩展特性 ,从而完善了CMOR小波的反射波分析能力。在小波允许条件下 ,CMOR小波对反射波进行动力特性分析而实施介质损伤识别 ,在扩展特性下 ,CMOR小波对反射波进行突变检测而实施损伤定位 ,两者相结合构建了一条完备的基于反射波CMOR小波分析的基础工程无损诊断技术路线 ,并开发了具有强计算能力和可视化特性的相应软件系统。在地下连续墙无损诊断的实例分析中 ,CMOR小波扩展特性提高时域精度的有效性得到具体评价 ,所提供技术路线的可行性得以验证。 The extended property of CMOR wavelet,that its time resolution is approximate to that of Gaussian real wavelet if assining a smaller value of the center frequency as the admissbility condition,is proposed for realizing the precise monitoring of foundation engineering.This property is an effective complement for CMOR wavelet to analyze reflection wave.Depending on the dynamic property analysis of reflection wave by CMOR wavelet under admissibility condition,the media damages may be well identified,and depending on the break detection of reflection wave by CMOR wavelet under extended property,the media damage positions may be easily located.The combination of the above two aspects constructs a self-contained technology routine of foundation engineering nondestructive monitoring based on reflection wave analysis using CMOR wavelet,and that the corresponding software with excellent performance of both computation and visual presentation is developed.In the nondestructive monitoring of a diaphragm wall,it is shown the the precision of CMOR wavelet for locating damage under extended property is almost equivalent to that of Marr wavelet and the proposed technology routine is feasible and effective.
出处 《土木工程学报》 EI CSCD 北大核心 2004年第12期70-74,共5页 China Civil Engineering Journal
基金 国家自然科学基金资助项目 (50 3790 0 5)
关键词 CMOR小波 扩展特性 反射波 时域精度 基础工程 损伤识别与定位 CMOR wavelet extended property reflection wave time resolution foundation engineering damage identification and location
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参考文献8

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二级参考文献10

  • 1曹茂森,任青文,邱秀梅,刘福胜.基于Morlet小波时间尺度表示的地下连续墙无损检测[J].石油大学学报(自然科学版),2004,28(3):100-104. 被引量:2
  • 2赵纪元,何正嘉,孟庆丰,程正兴.小波包—自回归谱分析及在振动诊断中的应用[J].振动工程学报,1995,8(3):198-203. 被引量:24
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