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基于小波分析的爆破地震效应评估

EVALUATION OF BLAST SEISMIC EFFECT BASED ON WAVELET ANALYSIS

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【作者】 凌同华李夕兵陈文胜

【Author】 LING Tong-hua1,2,LI Xi-bing2,CHEN Wen-sheng1(1.School of Bridge and Structure Engineering,Changsha University of Science and Technology,Changsha 410083,China;2.School of Resources and Safety Engineering,Central South University,Changsha 410083,China)

【机构】 长沙理工大学桥梁与结构工程学院中南大学资源与安全工程学院长沙理工大学桥梁与结构工程学院 长沙410076长沙410083长沙410076

【摘要】 通过对爆破震动信号时能密度曲线的积分值TEDI(Integral of the Time-Energy Density)与爆破震动三要素(即震动的幅值、频率和持时)进行关联分析,创造性地提出了用TEDI值作为评估爆破震动效应强弱的定量指标,初步建立了用TEDI值作为考核指标的爆破震动损伤统一安全判据。当TEDI 15时,爆破震动对结构体将造成危害,并用实例验证了该判据的可行性和可靠性。该判据较之以往的“独立阈值理论”以及结合震动主频的峰值强度判据来说,更能全面地反映爆破震动危害的本质。

【Abstract】 By analyzing the relevancy of the integral of the time-energy density(TEDI) to the three factors of blast vibration(amplitude,frequency and duration of blast vibration),the quantitative index to evaluate strength or feebleness of blast vibration effect by the use of TEDI is put forword,and a preliminary unified criterion for damage induced by blast vibration is constituted.When TEDI reaches 15,blast vibration begins to damage the constructions,and the feasibility and reliability of the criterion are validated by several instances.This criterion reflects the essence of blast vibration damage more comprehensively than the theory of independent threshold value and its related safety criterion considering the effect of frequency.

【基金】 国家自然科学基金资助项目(50678028);湖南省自然科学基金资助项目(05JJ30075)
  • 【文献出处】 振动与冲击 ,Journal of Vibration and Shock , 编辑部邮箱 ,2007年02期
  • 【分类号】U442.55
  • 【被引频次】28
  • 【下载频次】342
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