摘要
1993年陈培善等导出的峰值加速度、峰值速度和峰值位移与构造环境剪应力场τ0的关系式(文中式(1)~(3))由于没有震级的限制,可用来估计较小地震(mb<38)的τ0值。利用北京数字化台网记录到的22次3级左右地震的资料,初步估计了首都圈地区的构造应力场。结果表明,首都圈地区的总体应力水平较低,近期发生大地震的可能性很小。
The relations (P S Chen et al,1993) between the peak acceleration ,velocity, displacement and the tectonic enviroment shear stress field τ 0,can be used to estimate τ 0 values for small earthquakes because of no magnitude limited for this relations.A preliminary estimates of the tectonic environment shear stress field in capital area has been made in terms of 22 earthquakes data of magnitude about 3.The results show that the general shear level in capital area is low,the possibility to occur large earthquake is very small.The areas with the relative higher stress level are Tangshan area, Qingshuiding-Longquansi, in Northeast Huaian, Shanxi province.
出处
《华南地震》
1998年第1期9-14,共6页
South China Journal of Seismology
关键词
应力场
构造环境
剪应力场
北京台网
地震数据
stress field,tectonic environment shear stress field,Beijing network,digital seismic recordings