期刊文献+

EMD方法在强震记录处理中的应用研究 被引量:6

Study on EMD method in strong motion record processing application
下载PDF
导出
摘要 本文选取"5·12"汶川地震强震记录,利用希尔伯特-黄变换(HHT)中的经验模态分解(EMD),研究EMD对加零数据的敏感性,人为生成时程、各模态速度和位移的特点,各固有模态(IMF)的对称性,研究表明:(1)数据加零会影响IMF首尾波形;(2)利用上下包线提取IMF可能会引入噪声;(3)各IMF的位移和速度存在严重的漂移,EMD方法是一种非线性操作;(4)各IMF倾向于对称;(5)EMD方法需要与滤波器联合使用才能得到合理的速度和位移时程。 This article selects the strong motion record of the "5 · 12" Wenchuan earthquake and uses the empiri- cal mode decomposition (EMD) in the Hilbert-Huang Transform (HHT) in studying the sensitivity to zero pad- ding, creation of artificial time-history features, characteristics of velocity and displacement of each mode, and tend- ency to produce "symmetrical" mode of the intrinsic mode function (IMF). The result shows that: (1) zero pad- ding of the data will affect both ends waveform of the IMF ; (2) by extraction of upper and lower envelope of IMF, the noise will be introduced possibly; (3) there exits serious drift in the velocity and the displacement of each of the IMFs, and the EMD is a nonlinear operation; (4) each of the IMF tends to be symmetrical; (5) the EMD method needs to be used in conjunction with filter so as to get reasonable velocity and displacement time history.
出处 《地震工程与工程振动》 CSCD 北大核心 2013年第6期9-15,共7页 Earthquake Engineering and Engineering Dynamics
基金 中国地震局工程力学所基本科研业务基金项目(2013B20) 国家自然科学基金项目(51308517) 浙江省自然科学基金项目(Q12E080026)
关键词 希尔伯特-黄变换 经验模态分解 强震记录处理 非因果滤波 Hilbert-Huang Transformation empirical mode decomposition strong motion record processing acaus-al filter
  • 相关文献

参考文献6

  • 1于海英,江汶乡,解全才,杨永强,程翔,杨剑.近场数字强震仪记录误差分析与零线校正方法[J].地震工程与工程振动,2009,29(6):1-12. 被引量:49
  • 2彭小波.基于记录与调在的汶川地震若干问题研究[D].哈尔滨:中国地震局工程力学研究所,2011.
  • 3Better. Algorithms for Analyzing Nonlinear, Nonstationary Data. http://tco, gsfc,nasa, gov.
  • 4Yang J N, Lei Y. Identification of natural frequencies and damping rations of linear structures via Hilbert transform and empirical mode decomposi- tion[ A ]. Proc. of International Conference on Intelligent Systems and Control[ C ]. IASTED/Acta press, Anaheim, CA, 1999 : 310 - 315.
  • 5公茂盛,谢礼立.结构地震反应记录HHT分析[J].西安建筑科技大学学报(自然科学版),2006,38(4):450-454. 被引量:5
  • 6Norden E. Huang, Zheng Shen,Steven R. L. A new view of nonlinear water waves: the hilbert spectrum[ AI Annu. Rev. Fluid Mech. 1999, 31:417 -57.

二级参考文献13

  • 1Iwan, W D, Moser M A, Peng C Y. Some observations on strong motion earthquake measurement using a digital accelerograph [ J ]. BSSA, 1985,75 : 1225 - 1246.
  • 2Boore D M. Effect of baseline corrections on response spectra for two recordings of the 1999 Chi -Chi,Taiwan, earthquake[ R]. Open -File Report 99 - 545,Version 1.0,1999, USGS.
  • 3Converse A M. BAP - Basic strong - motion accelerogram processing software [ CP], Version 1.0, US. Geol. Surv. Open - file Rept. 1992,92 - 296A.
  • 4邱宏智.集集地震之近源强地动.自然科学简讯(台湾),1999,11(4):129-135.
  • 5周雍年,于海英.数字强震仪记录的低频误差校正方法[C]//大型复杂结构的关键科学问题及设计理论研究论文集,大连:大连理工大学出版社,1999:13-17.
  • 6HUANG N E, SHEN Z, LONG S R, et al. The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis [J]. Proceedings of the Royal Society of London, 1998, 454: 903-995.
  • 7LOH C H, WU T C,HUANG N E. Application of the empirical mode decomposition-Hilbert spectrum method to identify near-fault ground-motion characteristics and structural responses [J]. Bulletin of the Seismological Society of America, 2001, 91(5):1339-1357.
  • 8YANG J N, LEI Y, PAN S, et al, System identification of linear structures based on Hilbert-Huang spectral analysis. Part 1: Normal modes [J]. Earthquake Engineering and Structural Dynamics, 2003, 32(9): 1443-1467.
  • 9YANG J N, LEI Y, PAN S, et al. System identification of linear structures based on Hilbert-Huang spectral analysis. Part 2: Complex modes [J]. Earthquake Engineering and Structural Dynamics, 2003, 32(10): 1533-1554.
  • 10HUANG N E, SHEN Z,LONG S R. A new view of nonlinear water waves: the Hilbert spectrum [J]. Annu.Rev. Fluid Mech., 1999, 31: 417-457.

共引文献52

同被引文献55

引证文献6

二级引证文献18

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