首页> 外文会议>World conference on earthquake engineering;WCEE >SEISMIC HAZARD ESTIMTION FROM THE ISOSEISMALS OF THREEGREAT INDIAN EARTHQUAKES
【24h】

SEISMIC HAZARD ESTIMTION FROM THE ISOSEISMALS OF THREEGREAT INDIAN EARTHQUAKES

机译:从三大印度地震的等震估计地震危险性

获取原文

摘要

This study is devoted to the construction of anomalous residual intensity maps from isoseismals of three great Indian earthquakes namely, the Kangra earthquake of April 4, 1905 (Ms =8.0), the Bihar-Nepal earthquake of January 15, 1934 (Ms=8.3) and the Assam earthquake of August 15, 1950 (Ms =8.6) for the purpose of delineating areas of anomalous intensities. Computed intensities (Ic) at various localities have been estimated by fitting a simplified model, IC = A + BΔ + C log Δ, into the observed intensity data,where, A is the average outer radius for each intensity level and A, B and C are constants estimated using regression analysis. The residual intensities (IR) are calculated from the difference between the observed intensity (IOB) and the computed intensity (IC). The anomalous areas of low and high residual intensities have been correlated with geology, tectonics, subsurface topography and Bouguer gravity anomalies.Four prominent areas of anomalous residual intensities (Ic>2) have been delineated. These areas fall in the Sub Himalaya and the Lesser Himalaya near Dehradun, around Sitamarhi town and Monger-Saharsa ridge in Bihar, and Mikir hills in Assam. These areas are characterized by undulating basement topography and subsurface massif and uplifts in the form of ridges and generally exhibit high Bouguer gravity anomalies. It seems that the basement topography influences the observed anomalous intensities. The expected peak accelerations computed at bed rock level should be modified in these areas of anomalous intensities while making seismic hazard estimation.
机译:这项研究致力于根据三个印度大地震(1905年4月4日的Kangra地震(Ms = 8.0),1934年1月15日的Bihar-Nepal地震(Ms = 8.3))的等震构造异常剩余强度图。 1950年8月15日的阿萨姆邦地震(Ms = 8.6),目的是描绘异常强度区域。通过将简化的模型IC = A +BΔ+ C logΔ拟合到观察到的强度数据中,可以估算出各个位置的计算强度(Ic),其中A是每个强度水平的平均外半径,而A,B和C是使用回归分析估计的常数。根据观察到的强度(IOB)和计算出的强度(IC)之间的差来计算残余强度(IR)。残余强度低和异常高的异常区域与地质,构造,地下地形和布格重力异常相关。已划定了四个突出的残余强度异常区域(Ic> 2)。这些地区位于Dehradun附近的Sub Himalaya和小喜马拉雅山,Sitamarhi镇和Bihar的Monger-Saharsa山脊以及Assam的Mikir丘陵附近。这些区域的特征是起伏的地下室地形,地下隆起和隆起形式,并且通常表现出较高的布格重力异常。看来地下室的地形会影响观测到的异常强度。在估算地震危险时,应在异常强度的这些区域中修改在基岩水平上计算出的预期峰值加速度。

著录项

  • 来源
  • 会议地点 Vancouver(CA);Vancouver(CA)
  • 作者单位

    Department of Earthquake Engineering I.I.T.Roorkee Roorkee-247667 India. Email:ashwnfeq@iitr.ernet.in;

    Department of Earthquake Engineering I.I.T.Roorkee Roorkee-247667 India;

    Department of Earthquake Engineering I.I.T.Roorkee Roorkee-247667 India. Email:scgeqfeq@iitr.ernet.in;

  • 会议组织
  • 原文格式 PDF
  • 正文语种
  • 中图分类
  • 关键词

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号