Multi-resolution wavelet analysis of blasting vibration signals

被引:0
|
作者
Chen Shi-hai [1 ]
Wei Hai-xia [1 ]
Du Rong-qiang [1 ]
机构
[1] Shandong Univ Sci & Technol, Coll Civil Engn & Architecture, Qingdao 266510, Peoples R China
关键词
blasting; blasting vibration; wavelet analysis; energy;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
With the methods of wavelet analysis and fast Fourier transform, actual original signals from engineering project in near, medium and far zones of blasting vibration are separately decomposed and reconstructed; and time signals and spectra of all sub-frequencybands are obtained. On this basis, distribution characteristics of spectra and energy of blasting seismic waves along all zones are studied with Matlab; and it is pointed out, that the values of dominant frequency in blasting vibration zones is in attenuation sequence: near zone, medium zone, far zone; as the scaled distance increases, low frequency bands share higher proportion of total signal energy, while high frequency bands share lower; signals in lower frequency bands have longer duration; in addition to the frequency band that the dominant frequency locates in, when the band is from 0 to 2.441 5 Hz (close to the natural frequency of the buildings), blasting vibration signals in the horizontal direction occupy an assignable proportion of the energy; and thus the aseismic construction in horizontal direction is especially important for building structure designs.
引用
收藏
页码:135 / +
页数:6
相关论文
共 2 条
  • [1] CHUI C K., 1992, INTRO WAVELETS, P297
  • [2] Assessment of structure damage to blasting induced ground motions
    Ma, GW
    Hao, H
    Zhou, YX
    [J]. ENGINEERING STRUCTURES, 2000, 22 (10) : 1378 - 1389