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场地剪切波速度测量的误差分析 被引量:1

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摘要 本文介绍场地剪切波速测量中常用的单孔法及跨孔法的误差来源、分项误差及分层剪切波速的误差评估.
作者 黄振平
出处 《城市勘测》 1995年第2期33-36,共4页 Urban Geotechnical Investigation & Surveying
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  • 1张学民.剪切波速度结构研究方法综述[J].地球物理学进展,2005,20(1):135-141. 被引量:19
  • 2杨学林,吴世明,周亚刚.利用短周期地脉动推断深层地基S波速度[J].振动工程学报,1997,10(2):169-175. 被引量:6
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  • 7Building Seismic Safety Council(BSSC) ,2000, National Earthquake Hazards Reduction Program (NEHRP). Part 1 :Recommended provisionsfor seismic regulations for new buildings and other structures,2000 Edition (FEMA 368 ), Prepared by the Building Seismic Safety Council for the Federal Emergency Management Agency,Washington, D C.
  • 8Building Seismic Safety Council (BSSC) ,2004, NEHRP Recommended provisions for seismic regulations for new buildings and other structures, 2003 Edition (FEMA 450), Building Seismic Safety Council, National Institute of Building Sciences, Washington, D C.
  • 9Chiou B S J, Youngs R R, 2006, PEER-NGA empirical ground motion model for the average horizontal component of peak acceleration and pseudo-spectral acceleration for spectral periods of 0.01 to 10 seconds,Interim Report for USGS Review,219.
  • 10Dobry R R D,Borcherdt C B, Crouse I M, et al,2000, New sitecoefficients and site classification system used in recent Building SeismicCode provisions, Earthquake Spectra, 16,41 ~ 67.

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