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青藏铁路沿线地震灾害风险分析
引用本文:于斌,夏玉胜,梁留科,朱连奇,吕可文.青藏铁路沿线地震灾害风险分析[J].河南大学学报(自然科学版),2012,42(4):384-389.
作者姓名:于斌  夏玉胜  梁留科  朱连奇  吕可文
作者单位:1. 河南大学环境与规划学院,开封,475004
2. 青海省地震局地震工程研究院,西宁,810008
基金项目:河南省社会科学规划委托资助项目
摘    要:通过对青藏铁沿线区域地震地质调查和近百年地震资料整理,以此为基础建立震级-频度关系式.根据历史地震重演和构造类比分析的原理,并结合青藏铁路沿线地震构造带的分布情况,对青藏铁路沿线区域地震危险性进行预测.结果表明,青藏铁路沿线区域震级-频度关系中b值为0.72,最高震级上限为8.2级,8级地震平均发震周期约80年,未来百年内8级地震发生概率0.86,青藏铁路约有过半以上里程处于较高风险区.

关 键 词:青藏高原  青藏铁路  地震灾害

Analysis of Seismic Risk of Qinghai-Tibet Railway
YU Bin , XIA Yu-sheng , LIANG Liu-ke , ZHU Lian-qi , LV Ke-wen.Analysis of Seismic Risk of Qinghai-Tibet Railway[J].Journal of Henan University(Natural Science),2012,42(4):384-389.
Authors:YU Bin  XIA Yu-sheng  LIANG Liu-ke  ZHU Lian-qi  LV Ke-wen
Institution:1(1.The College of Environment and Planning,Henan University,Kaifeng 475004,China;2.The Institute of Earthquake Engineering,Seismologcal Burea of Qinghai Province,Xining 810008,China)
Abstract:This paper is a geological survey of the region along the Qinghai-Tibet Railway and hundred years of seismic data collation,as the basis for the establishment of magnitude-frequency relation.Predicting the seisimic risk of Qinghai-Tibet railway by the methods of structural analogy and distribution of seismic belt to extrapolate recurrence of earthquake.The results show that the value of b in Qinghai-Tibet Railway magnitude-frequency relation is higher(0.72) than others;the maximum magnitude is 8.2;the earthquake cycle on average is about 80 years;the occurrence probability in next hundred years is 0.86.Based on the above findings,the half mileage of Qinghai-Tibet railway in III area,we should attach close attention to the earthquake disaster mitigation.
Keywords:Qinghai-Tibet Plateau  Qinghai-Tibet railway  seismic risk
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