Time-frequency analysis of explosion seismic effects

Da Chao Lin*, Hui Ji Shi, Chun Hua Bai, Qi Zhang

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

32 Citations (Scopus)

Abstract

By means of Fourier transform, short time Fourier transform (STFT), continuous wavelet transform (CWT) and discrete wavelet transform (DWT), an experimental recording signal of ground motion induced by an explosion was analyzed. The presented results show that the wavelet transform method is the best way to obtain the information details of explosion seismic effects. In the frequency bands with high frequency values, the seismic energy may be very small, but its peak particle vibration strength may be still very large. Discrete wavelet transform provides a new tool for the time-frequency analysis of explosion seismic effects and their structural responses.

Original languageEnglish
Pages (from-to)31-36
Number of pages6
JournalBaozha Yu Chongji/Expolosion and Shock Waves
Volume23
Issue number1
Publication statusPublished - Jan 2003

Keywords

  • Explosion seismic effect
  • Ground motion
  • Mechanics of explosion
  • Nonstationary random process
  • Time-frequency analysis

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