福建强震台网数据记录系统简介

本文概要介绍了强震仪主要技术参数、强震台网计算机系统及强震记录情况。     

�봨8������ر����Ѵ��������乹������

???ò??GPS????8????????????????????????????????????????????????????????:?????????-?????????γ?????200 km???????????????????????-????????????γ?????75 km??????????????????????????????????????????????????????????????????????????????????????????????     

大震速报应用软件

大震速报应用软件和跃时孙文斌（中国黑龙江省１５７００９牡丹江地震台）概述近年来随着计算机的普及，许多台站配备了计算机。用其处理地震数据，并将结果经调制解调器，再经过电话线传输到北京，这对于决策部门指导抗震减灾工作有着重要意义。由此我们研制了一个可以在...     

2021年四川泸县MS6.0地震震源性质及震前区域应力场特征

为了解2021-09-16四川泸县M_S6.0地震的发震机理,加强对四川盆地内地震活动性的认识,基于四川及周边地区地震台网的宽频带地震资料,利用CAP方法反演获得泸县地震的震源机制解和矩心深度;同时,基于震前四川盆地内155个震源机制解,利用MSATSI程序反演得到泸县地震震前四川盆地内的构造应力场。结果显示,泸县地震矩心深度为3 km,矩震级为M_W5.3,滑动性质为纯逆冲。震中附近震前构造应力最大主压应力和中间主压应力都近乎水平,最大主压应力在震中附近走向101°,此构造应力状态下,优势滑动断层为纯逆冲性质,与泸县地震震源机制一致。根据震源位置和性质、震前构造应力场及震中附近的断层性质推测,泸县地震发震断层不是华蓥山断裂,而是其分支和余脉之间极浅的盖层滑脱型断层。     

A Review of the Calculation Formula for the Four-component Borehole Strainmeter and Application to Earthquake Cases

Based on the principle formula for the four-component strainmeters, we can directly obtain the specific plane strain, shear strain and azimuthal angle of the principal strain, and the maximum and minimum principal strains calculated afterwards are the indirect result. The problems of practicality of the sensitivity coefficients A and B of plane strain and shear strain are then discussed. Based on this idea, we analyzed the observation data of several four-component borehole strainmeters near the epicenter of the Yiliang M_S5.7 earthquake in 2012 and the Ludian M_S6.5 earthquake in 2014 in the Zhaotong area, Yunnan Province. The results show that the analysis based on the perspective of plane strain and shear strain has an obviously better effect than that based on the component readings, and can directly peel off the respective abnormality of the plane strain and shear strain. In addition, the correlation coefficient curves between measured data of two plane strains show significant anomalies which often occur several days before and during the earthquake.     

安徽省地电监测能力综合评价

以影响地电观测质量的主要因素及映震能力作为地电台站监测能力的主要评价指标,对安徽省5个地电台站的监测能力进行了综合评价,得到了安徽省地电前兆的基本情况,为安徽省未来的地电台站建设奠定了基础.     

Paleoliquefaction study of the Clarendon–Linden fault system, western New York State

The lack of earthquake-induced liquefaction features in Late Wisconsin and Holocene sediments in Genesee, Wyoming, and Allegany Counties suggests that the Clarendon–Linden fault system (CLF) did not generate large, moment magnitude, M≥6 earthquakes during the past 12,000 years. Given that it was the likely source of the 1929 M 4.9 Attica earthquake, however, the Clarenden–Linden fault system probably is capable of producing future M5 events. During this study, we reviewed newspaper accounts of the 1929 Attica earthquake, searched for earthquake-induced liquefaction features in sand and gravel pits and along tens of kilometers of river cutbanks, evaluated numerous soft-sediment deformation structures, compiled geotechnical data and performed liquefaction potential analysis of saturated sandy sediments. We found that the 1929 M 4.9 Attica earthquake probably did not induce liquefaction in its epicentral area and may have been generated by the western branch of the Clarendon–Linden fault system. Most soft-sediment deformation structures found during reconnaissance did not resemble earthquake-induced liquefaction features, and even the few that did could be attributed to non-seismic processes. Our analysis suggests that the magnitude threshold for liquefaction is between M 5.2 and 6, that a large (M≥6) earthquake would liquefy sediments at many sites in the area, and that a moderate earthquake (M 5–5.9) would liquefy sediments at some sites but perhaps not at enough sites to have been found during reconnaissance. We conclude that the Clarendon–Linden fault system could have produced small and moderate earthquakes, but probably not large events, during the Late Wisconsin and Holocene.     

川西南及邻区地震短临预测的实践与思考

在简介川西南及邻区地震地质和历史强震活动的基础上,通过重点梳理部分典型地震短临预测实例,介绍了地方政府对防震减灾、地震预报工作的重视和支持,对工作中的一些实际问题进行了思考,供同行们讨论与参考。     

滇西南地区南汀河断裂带三维深部电性结构及其孕震环境

南汀河断裂带为滇西南地区活动断裂体系中规模最大的一条北东向断裂,其构造活动及地震危险性一直备受关注.本文基于覆盖云南境内南汀河断裂带的大地电磁测深宽频带阵列数据,利用大地电磁三维反演解释技术,首次获得了南汀河断裂带的精细三维深部电性结构.在上地壳深度,南汀河断裂带西南段与中段的电性结构表现出沿构造走向的高导条带特征,北东段表现为高阻结构.该高阻结构可能为临沧—勐海花岗岩体的电性反映,指示南汀河断裂可能未切穿该花岗岩带.在中下地壳深度,南汀河断裂带西南段存在大范围高导层,北东段则表现为整体性的高阻地壳,因此南汀河断裂北东段可能具有发生强震的介质结构背景.南汀河断裂带西南段的耿马地震区深部呈现北东向与北北西向的"X"型高导构造样式,该高导结构以南存在一个显著高阻异常体,1988年耿马MS7.2地震以及2015年沧源MS5.5级地震均发生于该高阻体与"X"型高导条带的电性边界.青藏高原东南缘绕东构造结流入滇西地区的中下地壳流可能受到南汀河断裂北东段中下地壳高阻体的阻挡而呈分流式分布于保山地块以及澜沧江断裂以东.