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1976年唐山地震震时和震后变形的模拟
引用本文:孙荀英,刘激扬,王仁.1976年唐山地震震时和震后变形的模拟[J].地球物理学报,1994,37(1):45-55.
作者姓名:孙荀英  刘激扬  王仁
作者单位:北京大学地质系, 北京 100871
摘    要:本文采用三维粘弹性有限元方法拟合唐山地区1976-1985年观测到的地震震时和震后的水平与垂直地形变,反演华北板块下方深部物质的流变学性质.模型采用多层弹性覆盖层与线性粘弹性层的有限块体,发展断层面上存在着位错运动,并用正交设计法拟合观测数据.模拟计算表明,华北板块下方软流层粘度为7.1×1018Pa·s;上地幔粘度为2.1×1019Pa·s.

关 键 词:粘弹性  有限元法  正交设计法  唐山地震  地形变模拟  

THE SIMULATION OF COSEISMIC AND POSTSEISMIC CRUSTAL DEFORMATION DUE TO TANGSHAN EARTHQUAKE IN 1976
SUN XUN-YING, LIU JI-YANG, WANG REN.THE SIMULATION OF COSEISMIC AND POSTSEISMIC CRUSTAL DEFORMATION DUE TO TANGSHAN EARTHQUAKE IN 1976[J].Chinese Journal of Geophysics,1994,37(1):45-55.
Authors:SUN XUN-YING  LIU JI-YANG  WANG REN
Institution:Dept. of Geology, Peking University, Beijing 100871
Abstract:In this paper, the observed coseismic and postseismic deformation due to Tangshan earthquake was fitted by inversional computation.Both the horizontal and vertical postseismic deformation fields(1976-1985) after Tangshan earthquake(1976,Ms7.8) are simulated by means of a 3-dimensional finite element method for viscoelastic medium.A model of the deep structure of North China plate with a dislocation on the Tangshan earthquake fault is used. The fault is located in a multilayer elastic medium(lithosphere) lying over a liner viscoelastic layer(asthenosphere),To direct the inversional computation, the orthogonal design method is applied.From the coseismic and postseismic crustal deformation, the inversional computation suggests an asthenospheric viscosity of 7.1×1018Pa·s and a viscosity of 2.1×1019Pa·s for the upper mantle underlying the continental lithosphere.
Keywords:Viscoelasticity  Finite element method  Orthogonal design method  Tangshan earthquake  Crustal deformational simulation  
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