摘要
通过对基桩检测信号进行多尺度一维连续复小波分解,得到局部模极大值线(local maxi-mum line),计算模极大值线对应位置的Lipschitz指数值,从而综合判断信号的奇异点位置.由信号的奇异点位置很容易确定入射波、缺陷反射波、桩底反射波位置.这种分析方法可以实现对反射波测试数据更为灵活精细的分析,消除了由实测信号直接判读反射波到达时刻存在的潜在错误.最后给出了实测桩端部响应信号的分析实例,结果表明:复小波变换判断有效桩长和缺陷位置比实小波变换具有更好的精度.
The singularity can be determined by the local modular maximum line and its Lipschitz exponent, which can be obtained through the multi-scale complex continuous wavelet decomposition. Then the incident wave, pile-toe reflection wave and flaw reflection wave can be judged by the position of singularity. The method provides a more flexible and elaborate analysis and reduces the potential-error reading from the original signal directly. An analytic example tested on the pile-top was completed in this paper. The resultsshow'that complex wavelet transform is better than real wavelet transform in judging both effective length and flaw posi- tion.
出处
《中国矿业大学学报》
EI
CAS
CSCD
北大核心
2007年第1期23-26,共4页
Journal of China University of Mining & Technology
基金
国家自然科学基金重大项目(50490270)
国家杰出青年科学基金项目(50225414)
中国矿业大学科技基金项目(2005B023)