Earthquake probabilities and magnitude distribution (M ≥ 6.7) along the Haiyuan fault, northwestern China   总被引：2，自引：0，他引：2  

冉洪流 《地震学报(英文版)》2004,17(6)

Introduction Haiyuan fault is a major seismogenic fault in north-central China. One of the most devastat-ing great earthquake in the 20th century occurred near Haiyuan in northwestern China on Decem-ber 16, 1920. More than 220 000 people were killed and thousands of towns and villages weredestroyed during the devastating earthquake. A 230 km long left-lateral surface rupture zone wasformed along the Haiyuan fault during the earthquake with maximum left-lateral displacement of10 m. Pale…  相似文献   

全球、中国大陆和华北地区地震活动韵律性时变特征及趋势分析   总被引：4，自引：0，他引：4  

刘希强  林怀存  黄耘  李红 《中国地震》2004,20(3):247-256

基于Morlet小波变换，提出一种新的定量划分地震活跃期或平静期的分析方法，形成了根据复小波变换得到不同周期累加能谱极大值点变化、实小波变换振动周期谱时频分布以及指定周期的小波振动周期随时间变化的极值分布规律来研究地震活动韵律性及其时变特征的物理思路。通过对全球、中国大陆和华北地区浅源地震年释放能量的时间序列分析。对研究区强震活动的韵律性及其时变特征有了新的认识。根据目前强震活动具有的韵律性，结合历史地震活动情况，对未来研究区地震趋势进行了初步分析。  相似文献   

2003年9月27日俄蒙中边界7.9级地震的中期预测及其重要意义   总被引：3，自引：0，他引：3  

徐道一 《中国地震》2004,20(4):341-346

2003年9月27日在俄罗斯(靠近蒙古、中国边界)发生了7．9级地震。作者在两年前对俄蒙中边界7．9级地震作过中期预测，预测意见和这一巨震的比较表明：这一预测是成功的，预测的依据是清楚和明了的。这显示了12个8级左右巨震的空间有序图象。6对对应地震的迁移速度(v)的平均值为14．50km/a，6个v值的变化范围在10—22km/a之内。从而提出：在地壳深处(甚至上地幔上部)可能存在一种巨型结构，它在控制着这些巨震的有序和重复迁移。  相似文献   

应用MapGIS构建上海及邻近海域地震与新构造活动关系数据库     

邬宁芬  周祖翼 《物探化探计算技术》2004,26(3):265-269

基于MapGIS构建上海及邻近海域地震和新构造活动数据库。该数据库由空间和属性两大数据库组成。其中，空间数据库包括地理底图库及地震、活动断裂、新生代盆地、岩浆岩分布多个专题图库；属性数据库主要针对专题图库而建立，有地震属性库、活动断裂属性库及新生代盆地属性库。通过图形数据结构和属性数据结构共有的标识码实现图形数据库和属性数据库之间的连接。为方便查询检索，对重要的属性数据如断裂走向、地震震级等以编码方式表示。该数据库的建立为定量研究和评价本区地震与新构造活动的关系，以及防震减灾提供了重要的科学依据。  相似文献   

Relationships between moment magnitude and fault parameters: theoretical and semi-empirical relationships   总被引：1，自引：0，他引：1  

王海云  陶夏新 《地震工程与工程振动(英文版)》2003,2(2):201-211

Fault parameters are important in earthquake hazard analysis. In this paper, theoretical relationships between moment magnitude and fault parameters including subsurface rupture length, downdip rupture width, rupture area, and average slip over the fault surface are deduced based on seismological theory. These theoretical relationships are further simplified by applying similarity conditions and an unique form is established. Then, combining thc simplified theoretical relationships between moment magnitude and fault parameters with seismic source data selected in this study, a practical semi-empirical relationship is established. The seismic source data selected is also to used to derive empirical relationships between moment magnitude and fault parameters by the ordinary least square regression method. Comparisons between semi-empirical relationships and empirical relationships show that the former depict distribution trends of data better than the latter. It is also observed that downdip rupture widths of strike slip faults are saturated when moment magnitude is more than 7.0, but downdip rupture widths of dip slip faults are not saturated in the moment magnitude ranges of this study.  相似文献   

Remote structural health monitoring with serially multiplexed fiber optic acoustic emission sensors     

陈仲裕  梁玉进  Farhad Ansari 《地震工程与工程振动(英文版)》2003,2(1):141-146

Development and testing of a serially multiplexed fiber optic sensor system is described. The sensor differs from conventional fiber optic acoustic systems, as it is capable of sensing AE emissions at several points along the length of a single fiber. Multiplexing provides for single channel detection of cracks and their locations in large structural systems. An algorithm was developed for signal recognition and tagging of the AE waveforms for detection of crack locations. Laboratory experiments on plain concrete beams and post-tensioned FRP tendons were performed to evaluate the crack detection capability of the sensor system. The acoustic emission sensor was able to detect initiation, growth and location of the cracks in concrete as well as in the FRP tendons. The AE system is potentially suitable for applications involving health monitoring of structures following an earthquake Supported by: National Science Foundation, Grant number CMS-9900338  相似文献   

GPS揭示的现今地壳运动与地震前兆特征   总被引：10，自引：8，他引：2  

吴云  孙建中  乔学军  王辉  张燕  施顺英 《大地测量与地球动力学》2003,23(3):14-20

利用“中国地壳运动观测网络”产出的GPS观测资料,采用球坐标系下非连续变形算法对资源进行计算,以此为基础,对我国大陆地块及其边界带运动与形变进行了分析。对GPS基准站的连续观测序列采用小波变换进行分解变换,分析了部分震例,探讨了从GPS连续观测序列提取地震前兆的方法。初步取得两点认识：（1）7级以上的大地震主要发生在走滑运动量大的活动边界,且与高应变率地块有关,这可以作为地震中长期预测判据;（2）GPS基准站连续观测序列中的低频段,地震前6个月或稍长时段有一定的前兆异常出现,这可以作为地震中短期预测判据。  相似文献   

黄河小浪底水库诱发地震预测   总被引：1，自引：0，他引：1  

李志建  滕伟福  周爱国  徐国刚 《地质灾害与环境保护》2000,11(4):306-309

黄河小浪底水库库区地质构造复杂 ,库区及周边存在着十几条活动断层 ,它们是可能诱震断层。本文首先对库区断裂分布规律、相互关系进行分析 ,并探讨其断裂活动性 ,然后在综合地质条件分析、地震地质与工程地质类比的基础上 ,应用概率预测法分析得知小浪底水库有诱发地震的可能 ,并采用水库综合影响参数法、断层破裂长度法、聚类分析法估算了水库诱发地震震级 ,结果表明其震级以 5级为上限 ,随后简单估计了其震中位置与时间。  相似文献   

电力系统地震灾害分析   总被引：10，自引：3，他引：7  

李天  李杰  沈祖炎 《世界地震工程》2000,16(4):19-24

针对电力系统在历次地震中坡坏的状态,通过对主要高压电气设备,高压变站电气主接线系统,变电站系统以及电力网络系统的抗震可靠性分析计算,对电力系统地震灾害的特点进行了分析。在此基础之上,提出了提高电力系统抗震可靠性的措施和建议。  相似文献   

Straightforward methods to detect non-linear response of the soil. Application to the recordings of the Kobe earthquake (Japan, 1995)     

C. Lacave-Lachet  P.Y. Bard  J.C. Gariel  K. Irikura 《Journal of Seismology》2000,4(2):161-173

Simple straightforward methods are applied to testtheir ability to detect the non-linear response of thesoil. Recordings of the main shock and aftershocks ofthe 1995, Hyogo-ken Nanbu (Kobe) earthquake are used.Non-linear effects are investigated using twodifferent techniques, on a collection of data for 12sites situated on different geological structures inthe Kobe and Osaka areas. The first method used is theso-called receiver functions technique (Langston,1979), which consists of computing the spectral ratiobetween horizontal and vertical components of motion.This ratio has been shown to reveal the fundamentalfrequency of a site (Lachet and Bard, 1994; Lachet etal., 1996; Theodulidis et al., 1995, 1996). For eachsite, recordings of the main shock and a set ofaftershocks are considered. The variation of thisspectral ratio for different values of the maximumacceleration recorded at a site is investigated. Bothvariations of the amplitude of the H/V ratio (due tonon-linear behavior, on the horizontal components inparticular) and of the frequency position of theamplified band-width are observed. The secondtechnique used in this study is related to thevariation of the high frequency content of therecordings during the main-shock and its aftershocks.The high frequency spectral decay of the motion,characterized by parameter, is assumed to berelated mainly to the near-surface attenuation. Itshould then increase with increasing peak velocity, incase of non-linearity. The value of kappa iscalculated for the 12 sites in the Kobe area, fordifferent types of soil conditions, and againdifferent values of peak ground acceleration.Variations of kappa are then related to non-linearbehavior of the soil during the Kobe earthquake.  相似文献