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1.
将改变时间标度的方法应用于地震活动性分析中，选择具有不同空间尺度范围、时间范围和地震活动背景的现代仪器地震目录作为研究对象，分析了几个地震活动性参数——地震频度和地震发生时间间隔与时间标度的关系．这些地震活动性参数的极差和均方差之比与时间标度呈现出幂指数变化方式，且幂指数都大于0.5，表明地震的发生并非无记忆的泊松过程，而是具有随机和规律的双重特性．犎指数偏离0.5的程度可以衡量随机与规律成分所占比重，偏离越大，该序列的规律性成分越多，反之则越少．通过时间标度变换，可以较短时间的观测为基础，对变量未来的发生情况做出保守的估计． 相似文献
2.
The rescaled range (R/S) analysis, proposed by Hurst, is a new statistical method. Being different from traditional statistical method, R/S analysis can provide the information of maximum fluctuation (range) of statistical parameters. At present paper, several
modern instrumental earthquake catalogues in different spatial scale, temporal scale, and with different seismic activity
background are studied, and R/S method is used to analyze the variation of range of seismic parameters such as earthquake frequency, and earthquake time
interval. For different seismic parameters, the ratio of range to standard deviation — R/S is a power law function of the length of time, and the exponent H of power law is always greater than 0.5. As we know, H=0.5 is the characteristics of all ideal random processes. Our results indicate that earthquake series is not an ideal Poisson
process, on the contrary, the earthquake as a phenomenon bears dual characteristics of randomicity and regularity, and the
greater H departs from 0.5, the more regularity the time series will show, and vice versa. With time scale changing, one can give the conservative estimate of the fluctuation, which might occur in a relatively long
time scale, only by using the limited and known time records.
Foundation item: State Natural Science Foundation of China (40074023). 相似文献
3.
对本台数字化地震观测以来记录到的典型地震,运用数字地震信号处理方法,测算每个抽选地震震前一分钟地脉动信号在时间域和频率域的特征数据,通过频谱分析法,获得了震前地脉动噪声频谱的差异性。初步研究了典型地震震前地脉动频谱变化的特征和规律,共归纳了18类震前地脉动噪声类型,按照无震平静分钟值脉动频谱特征类比典型地震震前分钟值频谱的异样变化,发现正常与异常的地脉动噪声特征,最主要的还是受震级强度和地理位置的影响较大。临震前地脉动分钟值频谱特征异常,可用于震前脉动前兆异常变化跟踪,从而利用地脉动频谱的特征参量监测地震孕育过程,为地震中长期及短临预报提供依据。 相似文献
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地震活动时序谱的涨落统计特征与地震活跃期 总被引：1，自引：0，他引：1
为寻求地震活动演化的统计判据，本文采用多项式拟合法展示地震时序谱之涨落谱，以分维函数法判断最小邻间距（NNS）分布的Poisson性，然后采用MKS无参量法判别涨落谱之统计稳定性，确定NNS分布的转变区，具体研讨了四川、云南若干震区地震活动时序谱的涨落统计分布，发现地震活跃期到来时NNS分布表现出非Poisson化的特征。进一步通过改变和调节时序数据样本集之震级下限，并逐段前推进行统计计算的方式进一步验证结果的可靠性，客观地确定了这些震区地震活动时序涨落谱统计特征的转变期，使根据该统计法判断地震活跃期的方法论渐趋完善。 相似文献
6.
地震危险性分析衰减不确定性校正中的主观不确定性 总被引：1，自引：0，他引：1
实际使用中的危险性分析模型均带有主观的性质，其与现实原型之间的差异包含两种性质不同的不确定性，即现实模型与理想模型之间的主观不确定性，和理想模型与现实之间的随机误差或客观不确定性。本文具体讨论对衰减规律作（客观）不确定性校正时主观不确定性的影响问题。文中分析了衰减不确定性校正的两种做法，即在危险性分析中直接校正和先忽略衰减不确定性，求得危险性曲线后总校正的做法，讨论了两者的等价性，并用半定量的方法 相似文献
7.
Introduction At present, the current probabilistic method of seismic hazard analysis in the world is gener-ally adopted in seismic safety evaluation (Cornell, 1968). It supposed that earthquake occurrence conforms to the segmented Poisson distribution model in time and space and the proportional rela-tion among earthquakes of various magnitudes obeys the cut-exponential distribution law in a sta-tistical area in compiling Seismic Intensity Zoning Map in China (1990) owing to the temporal- sp… 相似文献
8.
基于《中国震例》(1970—2013年), 系统清理了246次M≥5.0震例前的地震活动图像异常, 并结合区域差异进行地震空区和地震条带的统计特征研究。 结果显示: ① 在246次震例中, 震前出现地震空区、 地震条带的震例数分别为105次、 51次, 占震例总数的42.7%和20.7%; ② 随着主震震级的增大, 地震空区和地震条带出现的比例逐渐增大, 尤其是7级以上地震, 震前出现地震空区的震例数占同类震例总数的83.3%, 出现地震条带的震例数占同类震例总数的66.7%, 可见地震空区和地震条带可能是7级以上强震的重要异常判据; ③ 针对整个中国大陆及近海, 地震空区和地震条带的持续时间、 展布尺度、 起始震级与主震震级存在一定线性关系, 相关系数能够通过95%置信水平的阈值检验; ④ 各主要构造分区的统计结果差异较大, 青藏高原北部除地震空区持续时间外, 其余地震空区和地震条带参数与主震震级之间的线性关系均通过阈值检验, 南北带中南段和华北地区有个别参数通过检验, 天山地区所有参数均未通过检验。 相似文献
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China is the country with the challenge of severe earthquake disaster. In order to mitigate the disaster and save lives, emergency response and rescue work after an earthquake are deployed and led by the Chinese governments at all level, the effectiveness of which has been proved. In such work, how to quickly evaluate the seismic intensity in meizoseismal area is a crucial issue at the early period after the earthquake. It is the foundation to estimate the disaster losses and decide the scale of rescue teams and materials. However, at the early period only a few physical parameters of the earthquake can be acquired and some of them may even be inaccurate.
An evaluation model of seismic intensity in meizoseismal area is investigated and presented by statistic method in this study. After an earthquake there are four authoritative parameters officially released by China Earthquake Administration generally within ten minutes:earthquake magnitude (MS), focal depth, latitude and longitude position, and the occurrence time. They are good candidate input parameters of the evaluation model. We collect the information of 215 historical earthquake occurring in China from 1966 to 2013, including:The four parameters and the seismic intensity in meizoseismal area. Through statistical analysis we find the seismic intensity in meizoseismal area has high correlation with the earthquake magnitude (MS) and the focal depth and then select them as the formal input parameters. After further investigation a generalized linear model is built to fit the relationship between the seismic intensity in meizoseismal area, earthquake magnitude (MS) and the focal depth.
The effectiveness of the model is validated by the Sig value and F value from theoretic perspective. The validation also includes the application of the model in real earthquakes occurring from 2014 to 2017. After the earthquakes, the seismic intensities in meizoseismal area have been quickly estimated and used in the command of national earthquake disaster emergency relief. The applications in real earthquakes get good results.
Finally, the robustness of the model is analyzed. We respectively verify the influences of the earthquake magnitude (MS) and the focal depth and find the seismic intensity in meizoseismal area is more sensitive to the earthquake magnitude. Under the condition of the same focal depth, when the change of the earthquake magnitude is up to 0.5, the change of the seismic intensity will reach to 1. However, in order to cause same change of the seismic intensity, the difference of the focal depth will be 10 kilometers. Basically, these changes derived from the model meet the situation of historical earthquakes. 相似文献
10.
发震构造特性是潜在震源区划分及其地震年发生率确定的重要依据。潜在震源区除了反映“未来具有发生破坏性地震的地区”的内涵外,还应反映高震级档地震具有相似复发特征的涵义。由于在地震活动性参数统计单元内,有一些具有不同本底地震的活动构造块体,为更好地反映地震活动的空间不均匀性,考虑潜在震源区的三级划分是有必要的。通过分析潜在震源区内高震级档地震的复发特征,计算预测时段内潜在震源区的高震级档地震的发震概率,采用预测时段内概率等效转换获得地震年平均发生率的方法,有助于在中国地震危险性分析框架内考虑潜在震源区的强震复发特性。另外,文中还对潜在震源区内特征地震次级震级档频度不足的特性和发震构造上强震非均匀性在地震危险性分析中的应用问题进行了探讨 相似文献
11.
根据云南宁洱地区地质构造、 历史强震资料、 云南监测中心区域台及现场流动台数字化观测台网测定的2007年宁洱6.4级地震序列资料及1970年以来宁洱地区6级地震序列等, 深入分析研究了宁洱地区中强地震活动规律、 宁洱6.4级地震的余震时空展布以及参数变化等特征, 并利用2007年宁洱6.4级地震地震现场数字化观测流动台测定的余震波资料研究了该序列地震波动力学特征。 研究结果认为, 宁洱6级地震活动在空间上具有较高的原地重复性, 在时间上具有强弱交替活动的韵律; 2007年6月3日宁洱6.4级地震的余震展布方向与穿过震区NW向宁洱断裂的走向大致一致, 宁洱6.4级地震可能是由无量山断裂活动构造加剧所引起;根据2007年6月3日宁洱6.4级地震序列及历次宁洱6级地震序列时序发展特征分析研究得出, 宁洱6.4级地震序列能量主要集中在震后3天内释放, 4.9级以上余震发生在主震当天, 地震序列早期参数和3.0级以上余震的垂直方向P波最大振幅与S波最大振幅非线性关系等显示, 宁洱6.4级地震序列具有较明显的主-余震型特征。 相似文献
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Shao Huicheng 《中国地震研究》2005,19(1):22-28
INTRODUCTIONWiththedevelopmentofsocietyandquickurbanizationfeaturedbyacentralizationofpopulationsandeconomies ,itisverylikelythatastrongearthquakewillcausethedeathofhundredsandthousandsofpeopleandhugelossofproperty .Forexample ,intheepicenterareaoftheBame… 相似文献
14.
强震前中短期地震活动异常动态图像的表示方法及其预测意义 总被引：4，自引：0，他引：4
提出了二个描述中强震发生前中短期阶段地震活动异常时空演经图像的参量σＮ、σＥ。分别将其用于华北地区、新疆地震区及南北地震带,并对其预报效能进行检验,对其异常的空间分布图像与强震发生地震进行了分析,结果表明,该二参量能较好地瓜倾吐夺前中短期阶段孕震区及其周围地区地震活动的异常平静及丛集的现象。二参量异常的时空分布图像上示出在中强震发生前３个月至１年在震中周围地区有明显的异常分布,且随着时间逼近发震时 相似文献
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探讨了东南沿海地震带20世纪以来在时间分布方面存在的密集－平静相互交替的丛集现象。 对以往按地震能量释放的分布划分出的活跃—平静幕数目不等的多种结果; 对东南沿海地区54次M≥43/4地震的时间间隔序列, 在使用有序样品聚类分析中的“离差平方和”法及误差函数法, 从误差随分段数增加而减少的拐点值及误差函数比值认为四段活跃幕划分是合理的。 从 1943 年之后, 计算得出的东南沿海地区中强以上地震序列的时间变异系数δ值为1.2 , 明显处于丛集状态。 对东南沿海地震区20世纪以来四个地震活跃幕中, 其丛集非线性时间结构演化幂指数, 即各幕地震的累积频次与发震系统内部时间的关系基本符合为N=ctd。 4个活跃幕的演化幂指数d变化范围分布在0.7~0.8。 东南沿海地震区20世纪以来M6.0以上的强震也基本符合该关系式。 只是其活跃幕演化幂指数d为 0.47 。 相似文献
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Based on the digital seismic waveform data observed from regional and reservoir seismic networks,the seismicity and source parameters in the Zipingpu reservoir area from January 1,2000 to May 11,2008 before the Wenchuan MS8.0 earthquake are studied. The analysis shows a continuous activity of small earthquakes before the Wenchuan MS8. 0 earthquake. The level of seismic activity was from ML2.0 to ML3.0 in recent years. The impoundment of Zipingpu reservoir started in September 2005 and the obvious increment of seismic activities occurred in February 2008,but according to the analysis of the longer time series,the frequency and intensity of seismic activities do not exceed its range,which means it is still a fluctuation of regional seismic activities or tectonic activity. At the same time,we also studied the spatio-temporal distribution and the change of apparent stress difference in the source region before the great earthquake,and the results show that the apparent stress values of small earthquakes are generally higher than fitted values of apparent stress in the reservoir area in the nearly three months before the Wenchuan MS8.0 earthquake. It can be seen from the spatial distribution of apparent stress difference,that the epicenter of the earthquake is located at a low stress distribution area,and the relatively high apparent stress difference is at the east of the epicenter. Apparent stress increment occurred in local areas. 相似文献
17.
为了探讨小区域内地震活动的时间规律。本文在中国大陆选择了11个地点分析其从远古至公元1990年间的破坏性地震（M≥4 3／4）的活动性。因而发现小区的地震活动规律主要表现于以大震为代表的地震活动分期上，破坏性地震的频率、集中程度与阶段性变化上，以及与所在地震区地震活动期的关系上，不同小区的地震活动特征有共性，有类型区别，更有各自的特殊性。 相似文献
18.
汶川8.0级地震前紫坪铺水库小震活动及震源参数研究 总被引：2，自引：0，他引：2
利用区域和水库地震台网记录的数字地震波资料,研究了汶川8.0级地震前的2000年1月1日～2008年5月11日紫坪铺水库区的地震活动及震源参数.结果表明:汶川8.0级地震前该区域小震活动持续,地震活动水平为M_L2～3,自2005年9月紫坪铺水库蓄水以来,特别是2008年2月地震活动明显增加,但从长期的序列来看,地震活动频次和强度仍在区域地震活动的正常起伏范围.汶川8.0级地震发生前近3个月内,中小地震的视应力差值△σ_(app)普遍大于0,计算得到的视应力总大于其拟合值.汶川8.0级地震震中位于低应力区,而相对较高的视应力差值分布在震中以东地区,局部出现视应力增加的现象. 相似文献
19.
GiuseppeCarloMarano 《地震工程与工程振动(英文版)》2005,4(1):95-106
Bridge seismic isolation strategy is based on the reduction of shear forces transmitted from the superstructure to the piers by two means: shifting natural period and earthquake input energy reduction by dissipation concentrated in protection devices. In this paper, a stochastic analysis of a simple isolated bridge model for different bridge and device parameters is conducted to assess the efficiency of this seismic protection strategy. To achieve this aim, a simple nonlinear softening constitutive law is adopted to model a wide range of isolation devices, characterized by only three essential mechanical parameters. As a consequence of the random nature of seismic motion, a probabilistic analysis is carried out and the time modulated Kanai-Tajimi stochastic process is adopted to represent the seismic action. The response covariance in the state space is obtained by solving the Lyapunov equation for a stochastic linearized system. After a sensitivity analysis, the failure probability referred to extreme displacement and the mean value of dissipated energy are assessed by using the introduced stochastic indices of seismic bridge protection efficiency. A parametric analysis for protective devices with different mechanical parameters is developed for a proper selection of parameters of isolation devices under different situations. 相似文献
20.
重标极差分析法（R/S,rescaled range analysis method）,是研究分数布朗运动及自然现象的自仿射分形的有力工具之一,对于所有时间序列分析都有着广泛的用途．通过对天水台绝对地磁观测Z分量数据序列R/S分析,计算分段数据序列的Hurst指数H发现,昆仑山口西MS8.1地震和汶川MS8.0地震震前2—3个月,H值减小,分维数D增大,相关系数C为负值．这一动态变化表明,地震前数据序列由持久性序列发展为反持久性序列,观测数据的成分发生了改变．这与地壳内部应力变化和岩石破裂实验结果相符．所以,这一动态变化过程可以看作是强震前的一种前兆信号． 相似文献