临汾无线遥测台网监控能力评述     

杨志刚 《山西地震》1992,(4)

根据吴开统等人提出的检验地震台网监测效能的几种方法,对临汾无线遥测台网的监控能力进行了检验,得出该遥测台网有较高观测精度的结论,找出了不足,提出了改进措施。  相似文献   

大华北浅源地震与日本海西部及我国东北深震的关系     

朱兆才 《东北地震研究》1992,(1)

分析了大华北浅源地震与日本海西部及我国东北深震的关系,认为本世纪来日本海西部—我国东北深震经历了5个相对活跃期,大华北各地震区相应经历这5个活跃期的影响期。根据大华北M≧6级浅源地震与深震活动的相关性,建立了太平洋板块楔形俯冲带端部重大深震事件导致大华北浅源M≧6级地震发生的板块俯冲模型,应变波传播速度约94km/年,地表视速度约100km/年。重大深震事件突出、模型稳定性强,预测实验表明模型公式可做大华北地震监测参考。用本模型可以解释浅源地震迁移、各地震区地震与深震活动相关等现象。  相似文献   

新疆7级强震前的围空特征   总被引：1，自引：0，他引：1  

白超英  曲延军 《内陆地震》1992,6(1):12-18

讨论了新疆40年代以来所发生的8次7级强震前的围空现象。结果表明,除1974年巴里坤7.1级地震因资料不全外,7级强震前均出现明显的围空现象。研究发现,这种围空一般都经历了三个过程,时间通常为10—20年。最后分析讨论了7级强震前围空的特征以及判别指标。这将为今后确定强震危险区提供依据。  相似文献   

回归分析在震磁关系研究中的应用     

蒙和平  兰宁 《内陆地震》1992,6(1):89-98

通过相关分析北京、兰州、银川、红山地磁台地磁垂直分量Z(世界时13—14时)时均值资料(每两台相组合,以月为统计单位),得相关系数R和回归系数b。经统计检验,发现不同台站的R、b大小虽有差异,但正常情况下均在其置信区间变化(置信概率0.95)。几次中强震前,b、R大幅度下降,连续偏离其控制区间,至临震前1—2月或当月趋于恢复或完全恢复。对不同台组的垂直分量差ΔZ与时间作回归分析(ΔZ为时间t的函数),得不同台站的线性回归方程及相关系数R。正常情况下ΔZ在回归方程的置信区间变化(置信概率0.95),当地磁台附近孕育中强以上地震时,ΔZ明显偏离回归方程的控制区间。应用以上两种方法对80年代以来宁夏及其邻区的六次中强地震作了对应效果检验,并对发现的问题作了简略探讨。  相似文献   

乌鲁木齐—沙湾一带地震活动特点的初步研究     

胡才荣 《内陆地震》1992,(1)

采用b值时间扫描及地震复发周期等统计方法,对乌鲁木齐至沙湾一带1977年以来的地震观测资料进行了计算分析。初步结果表明:研究区域内5.0级以上中强地震发生前,b值均出现不同程度的负异常。利用地震复发周期计算公式和未来地震震级定量计算公式,得到区内不同震级区间的平均复发周期及今后2年左右可能发生的最大地震震级。  相似文献   

菏泽5.9级地震前后水准测量与承压水变化关系的研究     

王瑞田  赵宪超 《内陆地震》1992,6(4):383-387

利用深层承压水头观测结果,对东明——菏泽长水准测线8——9号测段的高差变化进行了回归计算和相关分析。认为菏泽市城区9号测点下沉的主要原因是受深层承压水头变化的影响。排除地下水影响因素后证实,1983年11月7日菏泽5.9级地震前后仅3mm左右的升降变化,表明9号测点对这次中强地震仅能反映微弱的形变信息量。  相似文献   

The experimental study of acoustic emission during creep of rocks     

Peiling Lü  Kaitong Wu  Yuanbi Jiao  Jihan Li  Xiaohong Liu 《地震学报(英文版)》1992,5(1):169-176

Under normal temperature, the creep experiments with complete samples of Gabbro and Marble rocks are made under uniaxial compression. It is found that at the instantaneous creeping stage, AE activities increase with loading; at the steady creeping stage, large AE signals may appear at lower background of AE action, andm—value which shows the relationship between AE amplitude and frequency keeps stable on the low value or decreases; at the accelerate creeping stage, AE activities increase andm—value decreases quickly or decreases again after recovery. These experimental results are related to the quality of the samples. In this paper, AE activities during three stages of creeping process are connected with the seismic patterns (for exampleb—value, foreshocks). Finally, it is pointed out the possibility that the foreshock—mainshock—aftershock earthquake sequence has been formed by the mechanism of creep fracture of crustal rocks. The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,13, 104–112, 1991. This subject is sponsored by the Chinese Joint Seismological Science Foundation.  相似文献   

Use of the mantle magnitudeM m for the reassessment of the moment of historical earthquakes     

Emile A. Okal 《Pure and Applied Geophysics》1992,139(1):59-85

The mantle magnitudeM _m is used on a dataset of more than 180 wavetrains from 44 large shallow historical earthquakes to reassess their moments, which in many cases had been previously estimated only on the basis of the earthquake's rupture area. We provide 27 new or revised values ofM _o, based on the spectral amplitudes of surface waves recorded at a number of stations, principally Uppsala and Pasadena. Among them, and most significantly, we document a large low-frequency component to the source of the 1923 Kanto earthquake: the low-frequency seismic moment is 2.9×10²⁸ dyn-cm, in accord with geodetic observations. On the other hand, we revise downwards the seismic moment of the 1906 Ecuador event, which did not exceed 6×10²⁸ dyn-cm.Finally, the study of the 1960 Chilean and 1964 Alaskan earthquakes whose exceptionally large moments are properly retrieved throughM _m measurements, serves proof that this approach performs flawlessly even for the very greatest earthquakes, and is therefore successful in its goal to avoid the saturation effects plaguing any magnitude scale measured at a fixed period.  相似文献   

The expert system for earthquake prediction (I)—the overall design and main structure     

Biquan Wang  Zuyin Chen  Shutian Ma  Hongshun Fan 《地震学报(英文版)》1992,5(3):447-457

The Expert System For Earthquake Prediction (ESEP) is summarized in this paper. ESEP embraces three subsystems: long-middle term prediction system, annual prediction system and middle-short term prediction system. Each of the subsystems is composed of seven modules: the controlling module, the data base module, the expert knowledge base module, the method base module, the fact preparation module, the reasoning and decision-making module and the plotting and displaying module. The reasoning model ESEP/R and the knowledge expression model ESEP/K are set up in the ESEP, and new evidence combinations, CON (confine), W (weigh), and SYN (synthesize), have been proposed. The distinctive features of the ESEP are: (1) systemized; (2) several experts’ knowledge can be synthesized; (3) a large amount of data and experts’ experience is embraced; (4) four reasoning models and the synthetic decision-making technic are adopted; (5) several software environments are used; (6) modularization; and (7) possessing the friendly user interfaces. The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,14, 1–8, 1992.  相似文献   

The experimental research on b value of AE for the rock specimens with pre-existing crack or notch under uniaxial compression     

Hong Li  Xiangchu Yin  Shiyu Li  Jihan Li 《地震学报(英文版)》1992,5(4):867-875

A lot of researches onb value have been made in seismology. Since the 1960’s Mogi, Scholz and others have studied AE of rock specimens in laboratory and discovered that it is related to natural earthquakes. All former researchers used integral specimens to studyb value in the laboratory. However a major earthquake is usually related to a existing seismic-fault in that area. For this reason, a series of fracture experiments with rock and glass specimens having pre-existing crack or notch is performed in order to examine the effect of preexisting crack tob value. The experimental results show that theb value begins to decrease as soon as the initiation of the crack and finally drop to a very low value when the specimen breaks unstably. Based on these, a brief discussion on the possible mechanism ofb value change for natural earthquakes is given. The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,9, 393–400, 1987. Projects sponsored by the Chinese Joint Seismological Science Foundation.  相似文献