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1.
中国大陆中强地震余震序列的部分统计特征   总被引:22,自引:1,他引:22       下载免费PDF全文
依据1970年以来记录相对完整的294次50级以上地震序列资料,研究中国大陆中强地震余震序列统计特征,探讨序列类型、最大余震震级、强余震活动持续时间等与主震震级及主震断层性质之间的关系.中国大陆孤立型、主余型及多震型地震余震序列分别约占23%、59%及18%.其中走滑型、具有倾滑分量的走滑型、具有走滑分量的倾滑型及逆冲型分别占48%、24%、17%及11%. 余震序列1年内最大余震震级与主震震级正相关,但主震震级较低时相对离散,孤立型序列离散程度较高,主余型及多震型序列线性相关性较好.绝大多数序列最大余震均发生在震后200天内,少数具有晚期强余震的序列主要属主余型序列,孤立型及多震型序列通常没有晚期强余震发生.68%的序列1年内最大余震发生在震后10天内,77%发生在震后30天之内,95%发生在震后120天之内.序列最大余震发生时间及5、6级强余震活动持续时间与序列类型及主震震级大小有关,多震型序列最大余震发生最快,孤立型次之、主余型最长.若仅就主余型序列而言,当主震震级较高时最大余震与主震间时间间隔相对较短,主震震级较低时最大余震与主震间时间间隔相对较长.  相似文献   

2.
预防强震后可能发生的余震对于保护灾区安全具有重要意义。为了对余震进行一定误差水平的快速判定,对主震与余震之间的关系进行分析。选取1970年1月1日—2009年9月30日全球范围5—10级地震进行预处理,采用基于最小二乘法的线性回归方法,对主震震级与最大余震震级关联关系、主震视应力与最大余震震级关联关系进行分析,并进行结果可视化。结果表明,主震与最大余震的震级存在一定线性关系,可为主震后在一定范围内对最大余震的快速判定提供一定参考。  相似文献   

3.
郑韵  姜立新  杨天青  刘杰 《中国地震》2015,31(4):698-709
通过研究中国西部1970年以来7次MS≥6.5破坏性大地震震后24h内余震能量场的空间变化,分析和判定主震破裂的大致范围,从中得出可能的宏观震中位置,进而为大地震的应急救援提供参考。本文以汶川地震为例说明最小完整性震级的确定、能量场的计算方法及其分布图的绘制以及宏观震中的确定等,并对7次地震震后各个时段的估计震中和实际的宏观震中进行比较和分析。研究结果显示:1利用破坏性大地震震后24h内不同时段由余震能量场分布得到的宏观震中,可有效缩小用微观震中评估烈度产生的偏差;2震后2、4、6、12、24h等5个时段的估计震中能够作为烈度快速判定的修正因子满足震后快速响应的时效性要求,且震后24h的估计震中效果最好。  相似文献   

4.
1900年以来我国西南地区强余震统计特征   总被引:1,自引:1,他引:0  
本文通过对西南地区1900年以来5级以上地震发生1个月内强余震资料的统计,得到了主震震级与余震震级、时间间隔与震中距之间的经验关系和统计规律。同时,以汶川主余震为例,进行了对比检验。统计结果表明,本文的统计结果是比较可靠的,对今后西南地区余震的预测具有一定的参考价值。  相似文献   

5.
利用1965~2012年云南地区的181次地震序列资料,分别用4种不同的方法得到主震和最大余震的震级关系式分别为:b值截距法Mmax=-0.44+1.03Mb±0.4;最大后续余震法Mmax=-0.23+1.00Mm±0.4;主震震级估算最大余震法Mmax=-0.71+0.89M±0.4;主震与最大余震震级差法:主震震级在5.0~5.9级之间,Mmax=M-1.2,在6.0~7.9级之间,Mmax=M-1.0。用这4种方法对2009年7月9日姚安6.0级地震和2012年9月7日彝良5.6、5.7级地震序列中的最大强余震进行估算,结果符合较好。统计结果显示最大强余震发生在主震后前3天的比例高达60%,这一结果可为最大强余震的时间判定提供依据。  相似文献   

6.
提出了一种预测地震的新方法-地震余震向量线法。通过多年对众多震例的研究,发现一次主震后,其最后一次最大余震与主震的联线(余震线和向量线)与下一次相关地震之间存在一定的关联性。以余震线长、最后一次最大余震与主震发生的相隔时间、最后一次最大余震与主震的震级三个已知条件,即可预测另一特定地区相关地震发生的地点时间、震级三要素。  相似文献   

7.
依据1966 年以来中国大陆及边邻地区记录相对完备的6 级以上地震序列资料,统计研究了地震的破裂类型和不同破裂类型下余震序列特征等,得到了不同破裂类型下不同余震序列比例和优势分布、主震震级与最大余震震级差的经验关系。主震与最大余震的震级关系线性较好,得到的经验公式可以为中国大陆及边邻地区同类地震的最大余震震级判定提供参考;最大余震发生在主震后10 天内的比例为43. 8% ~ 81. 8% ,正断型和走滑型中的孤立型的最大余震发生在主震后10 天内的比例高达80% 。  相似文献   

8.
汶川8.0级地震序列及相关问题讨论   总被引:13,自引:0,他引:13  
蒋海昆  黎明晓  吴琼  宋金 《地震地质》2008,30(3):746-758
汶川8.0级地震序列具有明显的分段特性,较强余震分布于茂县、绵竹以南及平武以北。主破裂过程在中南段以逆冲为主,序列逐渐衰减,呈主余型的序列衰减特征;北段是汶川地震破裂过程的终止区域,主破裂过程在该区域以走滑为主,形成多震型的序列特征,也成为汶川序列较大余震的主体活动区域。序列较强余震活动明显受引潮力调制,大多数较强余震发生在固体潮大、小潮时段,并且16时前后是较强余震的优势发震时段。序列衰减系数p值随时间增加而逐渐增大,最终基本稳定在1附近变化。结合以往的研究,对序列类型及最大强余震震级、强余震活动持续时间等进行了初步讨论。初步的统计结果还显示,8级左右强震序列中主震与最大余震之间的震级差正比于主震破裂尺度,这意味着当震级大体接近时,较大的破裂尺度与较为充分的能量释放相对应  相似文献   

9.
针对九寨沟MS7.0地震之后不同时间段的余震序列目录,利用推定最大余震震级,给出了实际最大余震震级的估计值。结果表明,推定最大余震震级随主震后时间尺度的延长而趋于稳定,且该值与实际发生的最大余震的震级一致。需要强调的是,就九寨沟地震序列而言,当余震数据较为完备时,采用主震后较短时间段内(1~2天)的余震目录就可以较准确地估算出主震区域内可能发生的最大余震震级。实际上,主震后12h(0.5天)的余震数据已完全可以给出最大余震震级的有效下限。此外,计算中我们采用了里氏震级ML和面波震级MS的余震目录,结果显示,2种震级类型目录的估算结果完全一致,表明利用推定最大余震震级估算实际最大余震震级的方法不受震级类型的影响。据此,该最大余震震级快速评估方法可进一步推广应用于我国大陆地区中强震后强余震灾害分析评估中。目前的拟合技术也显示出随着测震技术的不断进步以及余震识别能力的提高,快速评估方法可以在主震后短时间(<1天)内准确地预测可能发生的最大余震震级。  相似文献   

10.
晚期强余震往往会使曾经历过主震破坏后重建的地区再次遭受预想不到的损失。本文在较系统地整理资料的基础上,初步获得中国大陆主震后10年内强余震活动的部分统计特征,并初步尝试利用主震后1个月的资料,运用推广的贝叶斯公式对主震后2月—10年期间是否会发生强余震进行判别。同时,分析了强余震与主震空间位置的关系。结果表明:①主震后10年内有强余震的占总数1/3,主余震型地震超过总数1/4,强余震频次随时间衰减很快。②以主震后1月内的强余震资料用推广的贝叶斯公式,可以判别出2月—10年期间是否会发生强余震。③上述方法的Wallcn评分结果比较好。  相似文献   

11.
IntroductionItisshowedbyresearchesonearthquakestresstriggeringrecentlythatsmall'static'stresschangesduetopermanentfaultdisplacementcanalterthelikelihoodof,ortrigger,earthquakesonnearbyfaults(Harris,1998).Manystudiesoftriggeringinthenear-field,particularlyofaftershocks,showthesestaticchangesaretriggeringagent(Kilb,etal,2000).ReasenbergandSimpson(1992)studiedthere-sponseofregionalseismicitytothestaticstresschangeproducedbyLomaPrietaearthquake,andtheresultsshowedthataftershockratesincreasedinre…  相似文献   

12.
In this paper, based on the results of tomographic image of Tangshan and Xingtai areas, the relations between the characteristics of the two strong earthquake sequences and their three-dimensional velocity structures are studied. The research results indicate that:① Mosaic distribution of low-velocity bodies and high-velocity bodies, especially the existence of high-velocity bodies with large size in crust are the common basis of development of the two earthquake sequences. ②Scale, depth, and heterogeneity of high-velocity and low-velocity bodies are the important factors to effect the characteristic of earthquake sequences.③ The depth of the high-velocity body in Tangshan area is less than that in Xingtai area, which is the principal reason why the dominant focal depth and the biggest focal depth of Tangshan earthquake sequence are less than Xingtai's.④The depth of the high-velocity bodies in Ninghe area is more than that in Tangshan-Luanxian area, which lead to the biggest magnitude and epicentral intensity are lower. These results could be helpful for predicting the main shock of strong swarm-type earthquakes and later strong aftershocks.  相似文献   

13.
Using the earthquake sequences data with MS≥6.5 since 1966 in Sichuan-Yunnan region, we research the charac-teristic of the magnitude difference distribution between main shocks and their strong aftershocks; and then study the spatial distribution characteristic of the strong aftershocks away from their main shocks. The result shows that the magnitude difference distribution obeys intercepted exponential distribution, while the spatial distribution of strong aftershocks obeys normal distribution and the dominated distribution area of strong shocks is 10~39 km away from main shock. Finally the probability density function of the magnitude difference distribution and the spatial distribution of strong aftershocks is deduced.  相似文献   

14.
The current calibration function used in calculating the magnitude of natural earthquakes within 5km is a constant; a fact that causes several serious difficulties for the calculation of the magnitude of small and shallow-focus earthquakes. According to the attenuation law of explosions and the propagation theory of elastic waves, the calibration function is calculated for near field quakes from 0kin to 5kin. Magnitudes of two aftershock sequences are calculated. The magnitudes of most explosion earthquakes are small, ranging mainly from magnitude -0.5 to 1.0. The M-t chart of the explosive aftershocks is completely different from that of strong earthquake aftershocks. It not only shows positive columnar lines indieatJng large magnitudes but also short negative columnar lines indicating small magnitudes.  相似文献   

15.
中强地震余震序列地震目录编目是否完备、 震源参数是否准确,直接影响余震序列特征分析、 震后趋势快速判断和强余震预测等研究结果的科学性和可靠性. 2013年7月22日甘肃岷县-漳县MS6.6地震余震序列目录中存在较多单台记录地震事件,地震观测报告仅给出其震级,而未给出震中位置. 由于余震波形间的相互交叠干扰,使得余震最大振幅的测量误差较大,造成地震观测报告给出的单台事件震级误差较大. 精确估计单台记录地震事件的震中和震级,能够补充完善现有地震目录,提高地震目录的完备性. 本文对单台记录地震事件震中和震级的估计不仅限于单个台站,而是通过分析区域台网中多个台站的波形记录实现. 首先以余震序列中震级较大、 波形记录信噪比较高的地震波形作为模板,使用波形互相关震相检测技术,检测单台记录的地震事件在多个台站的震相到时. 如果能在4个以上台站检测到震相,则利用测震台网常用的HYPOSAT方法估计其震中位置,并利用多个台站记录波形与模板地震的振幅比估计其震级. 之后计算主震发生后不同时间的最小完备性震级,并通过线性拟合得到最小完备性震级随时间变化的表达式,以分析此地震余震序列的目录完备性. 经过计算共得到253个单台记录地震事件的震级和其中177个事件的震中位置,其震中空间分布范围与余震序列中其它地震分布范围基本一致. 震级复测以及与人工拾取震相到时误差对比表明,该方法所得震相检测和震级估计结果具有较好的可靠性. 主震及最大余震发生后的短时间内,有较多数量单台事件的目录所给出的震级偏低,分析认为可能受主震与较大余震后续震相以及余震间相互干扰所致. 主震发生0.02—0.3天内,其余震序列最小完备性震级随时间的对数呈线性下降,在0.3天后最小完备性震级稳定在ML1.1左右.   相似文献   

16.
According to geological tectonics and seismic activites this paper devided North China (30°–45°N, 105°–130°E) into four areas. We analyzed the North China earthquake catalogue from 1970 to 1986 (from 1965 to 1986 for Huabei, the North China, plain region) and identified forty-two bursts of aftershock. Seven of them occurred in aftershock regions of strong earthquakes and seventeen of them in the seismic swarm regions. The relation between strong earthquakes with the remaining eighteen bursts of aftershocks has been studied and tested statistically in this paper. The result of statistical testing show that the random probabilityp of coincidence of bursts of aftershock with subsequent strong earthquakes is less than six percent. By Xu’sR scoring method the efficacy of predicting strong earthquake from bursts of aftershock is estimated greater than 39 percent. Following the method proposed in the paper we analyzed the earthquake catalogue of China from 1987 to June, 1988. The results show that there was only one burst of aftershock occurred on Jan. 6, 1988 withM=3.6 in Xiuyan of Northeast China. It implicates that a potential earthquake withM S⩽5 might occur in one year afterwards in the region of Northeast China. Actually on Feb. 25, 1988 an earthquake withM S=5.3 occurred in Zhangwu of Northeast China. Another example is Datong-Yanggao shock on October 18, 1989 which is a burst of aftershock. Three hours after an expected shock withM =6.1 took place in the same area. Two examples above have been tested in practical prediction and this shows that bursts of aftershocks are significant in predicting strong earthquakes. The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,13, 273–280, 1991. Part of earthquake catalogue is from Jinbiao Chen, Peiyan Chen and Quanlin Li.  相似文献   

17.
Introduction The displacement field produced by earthquake can be measured on the Earth surface. The displacement field variation with time can be used to study lots of geodynamics parameters such as the Earth′s viscosity structure (Nur and Mavko, 1974; Sun et al, 1994; Deng et al, 1998), after-slip distribution (Shen et al, 1994; Reilinger et al, 2000), etc. Furthermore, earthquake also pro-duces lots of aftershocks, which have nearly the same focal mechanism as the main shock (e.g. Hard…  相似文献   

18.
In seismology according to Båth’s well-known law, the magnitude of the strongest aftershock is on average by unity lower than the magnitude of the main shock. At the same time, most of the strongest aftershocks typically occur within a few hours after the main shock. From the practical standpoint, this activity is quite naturally perceived as a direct continuation of the main earthquake. The subsequent strong aftershocks occur against the rarer background shocks, are less expected, and therefore constitute a separate hazard. The average difference in magnitudes between the main shock and the strongest aftershock that occurs a certain time after the main shock gradually increases. In this work, we consider the problem of estimating the magnitudes of the strongest future aftershock at the successive instants of time after the main shock without taking into account the information about the aftershocks that have already occurred before a given time. For these estimates, we construct the theoretical distributions whose shape proves to be independent of time, whereas the time dependence of the shift in the magnitude proves to be known a priori. The predetermination of these dependences at the moment of the strong earthquake gives us grounds to characterize the constructed theoretical model as Båth’s dynamic law.  相似文献   

19.
The rate of aftershock occurrence after the M6 Ston-Slano (Croatia) earthquake is modeled as the Epidemic Type Aftershock Sequence (ETAS). Increase of the modeled cumulative number of aftershocks with time was fitted to observations by the least-squares criterion using the combined grid-search and Monte-Carlo approach. This enabled not only the estimation of the most probable ETAS parameters, but also the determination of their confidence limits, as well as the estimation of the bias between them. It has been found that the bias is significant for some of the parameter pairs, regardless of the threshold magnitude assumed. Residual analyses revealed that all strong aftershocks (M L 4.5) occurred during the periods of normal to high aftershock activity. There were two periods of quiescence in the sequence, both of which were followed by a strong aftershock.  相似文献   

20.
兰德斯地震断层面及其附近余震产生的位移场研究   总被引:5,自引:1,他引:4       下载免费PDF全文
根据兰德斯(Landers)地震断层面及其附近余震目录计算这些余震产生的位移场, 并与根据兰德斯地震破裂面滑动分布计算的主震产生的位移场进行对比. 结果表明, 断层面及其附近余震产生位移场的方向与主震大体一致, 余震破裂总体来看是继承性的. 余震产生的位移场达厘米量级, 足可以被GPS观测所捕获. 在利用地震震后随时间变化位移场研究地球粘性结构、 地震震后滑动分布等地球物理问题时, 扣除余震产生的位移场可以最大限度地减小反演结果的不确定性, 得到符合实际的结果.   相似文献   

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