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1.
Two kinds of methods for determining seismic parameters are presented,that is,the potential seismic source zoning method and grid-spatially smoothing method. The Gaussian smoothing method and the modified Gaussian smoothing method are described in detail, and a comprehensive analysis of the advantages and disadvantages of these methods is made. Then,we take central China as the study region,and use the Gaussian smoothing method and potential seismic source zoning method to build seismic models to calculate the mean annual seismic rate. Seismic hazard is calculated using the probabilistic seismic hazard analysis method to construct the ground motion acceleration zoning maps. The differences between the maps and these models are discussed and the causes are investigated. The results show that the spatial smoothing method is suitable for estimating the seismic hazard over the moderate and low seismicity regions or the hazard caused by background seismicity; while the potential seismic source zoning method is suitable for estimating the seismic hazard in well-defined seismotectonics. Combining the spatial smoothing method and the potential seismic source zoning method with an integrated account of the seismicity and known seismotectonics is a feasible approach to estimate the seismic hazard in moderate and low seismicity regions.  相似文献   

2.
In this paper, we have proposed an alternative seismic hazard modeling by using distributed seismicites. The distributed seismicity model does not need delineation of seismic source zones, and simplify the methodology of probabilistic seismic hazard analysis. Based on the devastating earthquake catalogue, we established three seismi- city model, derived the distribution of a-value in northern China by using Gaussian smoothing function, and cal-culated peak ground acceleration distributions for this area with 2%, 5% and 10% probability of exceedance in a 50-year period by using three attenuation models, respectively. In general, the peak ground motion distribution patterns are consistent with current seismic hazard map of China, but in some specific seismic zones which in-clude Shanxi Province and Shijiazhuang areas, our results indicated a little bit higher peak ground motions and zonation characters which are in agreement with seismicity distribution patterns in these areas. The hazard curves have been developed for Beijing, Tianjin, Taiyuan, Tangshan, and Ji’nan, the metropolitan cities in the northern China. The results showed that Tangshan, Taiyuan, Beijing has a higher seismic hazard than that of other cities mentioned above.  相似文献   

3.
The Seismic Intensity Zoning Map of China(1990)was based on the probabilistic method of seismic hazard analysis.In compiling the map,the characteristics of inhomogeneity of earthquake distribution both in space and time in China are considered sufficiently,and some necessary modifications in the model of seismic hazard analysis are carried out.Based on the analysis of the seismic activity and seismotectonic environment,26 seismic provinces are divided first as the statistical elements of the seismicity analysis; the seismic potential source areas are then divided in the seismic provinces.The 733 potential source areas with various upper limit magnitudes have been divided in the country.According to the reliable time domain of earthquake data with various magnitude intervals,the b values in magnitude-frequency relationship are calculated in the seismic provinces.According to the analysis of the inhomogeneity of seismicity distribution both in space and time,the annual average occurrence rates of the eart  相似文献   

4.
This paper introduces a new method to estimate the seismic hazard on engineering site.The method is mainly based on intensity data of historical earthquakes.The obvious feature of the method is to use some ideas of seismic hazard analysis and considering regional seismicity tendency.The authors depict the comprehensive method to estimate the related parameters and predict the seismic hazards for 14 sites as practical examples.Some problems are also discussed.Compared with seismic hazard analysis,this method has certain advantages,such as simpler computation,lower uncertainty and smaller sensitivity factor.Moreover total hazard P(I≥i)of a site can be examined with real historic data.The result given by the method in this paper can be more stable than that given by seismic hazard analysis nowadays.  相似文献   

5.
Seismic gap method is one of the effective earthquake prediction methods using seismicity patterns. However, this method has some limitations and uncertainty when using it singly in predicting earthquakes. This paper puts forward the prediction method using the dynamic seismicity pattern with dynamic implications. This method considers the formation and evolution of the seismic gap on the basis of plate movement and structural characteristics. Through analysis of 26 cases of earthquakes of MS≥5.0 occurring in East China and South China, this paper obtains the relationship between the main shock with seismic gap and active fault's location, as well as the relationship between the seismic gap and location and strike of active faults. Meanwhile, this paper provides a dynamic explanation of the differences in the formation and evolution patterns of the seismic gap between the two regions, thus providing the physical basis for and reducing the uncertainty of predicting earthquakes using the seismic gap method.  相似文献   

6.
In seismic hazard analysis of nuclear power plant of China there is a need to identify both seismogenic structures and seismotectonic zones. In past practice, the identification of the seismogenic structures was often based on the surface active faults and characterization of linear seismic source. In a situation which shows quite strong non-random seismic activity and lacks surface active faults, it is difficult to evaluate the seismic hazard reasonably. Taking seismogenic structures in the Dayao-Yao'an area as a case study in this paper, we discuss the need and the possibility to apply the planar seismogenic structure to the seismotectonic method. We suggest that the planar seismogenic structure should be considered when applying the seismotectonic method to the seismic risk assessment of nuclear engineering in future.  相似文献   

7.
Based on the studies of earthquake activity, tectonic movement, crustal shortening rate, fault activity, local stress field and historical characteristics of strong earthquake activities in Xinjiang, we divide the south part of Xinjiang into 4 seismotectonic zones, namely, the eastern segment of south Tianshan seismic belt, the Kalpin block, the Kashi-Wuqia junction zone, and the west Kunlun Mountains seismic belt. Using earthquake catalogues from Xinjiang since 1900, and on the basis of integrity analysis of earthquake records in different magnitude ranges, the seismicity state of different seismotectonic zones is analyzed quantificationally by calculating the mean value of annual strain energy release, annual rate of earthquakes with different lower limits of magnitude, b-value, and the parameter m of accelerating strain release model. The characteristic indexes of seismicity state for each of the seismic tectonic zones are then determined, which provide a quantitative basis for earthquake tendency analysis and judgment.  相似文献   

8.
According to the joint probabilistic distribution model of magnitude and space,the author discusses the relationship between the probabilistic distribution of magnitude in a seismic province and that in an area with potential seismic sources.The results show that if the magnitude probabilistic distribution follows the truncated exponential form in a seismic province,there must be some potential source in which the magnitude probabilistic distribution does not conform to that form.The result is consistent with the concept of "characteristic earthquake" derived from the study of actual records of seismicity and the study of geology.The author suggests that the relationship between the probabilistic distribution of magnitude in a seismic province and that in a seismic potential area must be considered in the study of the analysis of seismicity,seismic zonation and engineering seismology,for the purpose of the evaluation of the probabilistic distribution of magnitude correctly in every area with potential s  相似文献   

9.
The serviceability of water supply networks(WSNs)under seismic loads has significant importance for estimating the probable losses and the impact of diminished functionality on affected communities.The innovation presented in this paper is suggesting a new strategy to evaluate the seismic serviceability of WSNs,utilizing their operational physical mechanism.On one hand,this method can obtain the seismic serviceability of each node as well as entire WSNs.On the other hand,this method can dynamically reflect the propagation of randomness from ground motions to WSNs.First,a finite element model is established to capture the seismic response of buried pipe networks,and a leakage model is suggested to obtain the leakage area of WSNs.Second,the transient flow analysis of WSNs with or without leakage is derived to obtain dynamic water flow and pressure.Third,the seismic serviceability of WSNs is analyzed based on the probability density evolution method(PDEM).Finally,the seismic serviceability of a real WSN in Mianzhu city is assessed to illustrate the method.The case study shows that randomness from the ground motions can obviously affect the leakage state and the probability density of the nodal head during earthquakes.  相似文献   

10.
This paper presents a simplified method of evaluating the seismic performance of buildings. The proposed method is based on the transformation of a multiple degree of freedom (MDOF) system to an equivalent single degree of freedom (SDOF) system using a simple and intuitive process. The proposed method is intended for evaluating the seismic performance of the buildings at the intermediate stages in design, while a rigorous method would be applied to the final design. The performance of the method is evaluated using a series of buildings which are assumed to be located in Victoria in western Canada, and designed based on the upcoming version of the National Building Code of Canada which is due to be published in 2005. To resist lateral loads, some of these buildings contain reinforced concrete moment resisting frames,while others contain reinforced concrete shear walls. Each building model has been subjected to a set of site-specific seismic spectrum compatible ground motion records, and the response has been determined using the proposed method and the general method for MDOF systems. The results from the study indicate that the proposed method can serve as a useful tool for evaluation of seismic performance of buildings, and carrying out performance based design.  相似文献   

11.
ntroductionGeneralyweregardthevariablepartsofprecursorydatafromwhichthedisturbancesandtheobservationalerorshavebeenremovedast...  相似文献   

12.
河西地区几次强震前的垂直地形变分维特征研究   总被引:1,自引:0,他引:1  
张永志  王双绪 《内陆地震》1993,7(3):257-263
采用关联维的计算方法,对河西地区门源6.4级和天祝一景泰6.2级地震过程中的垂直地形变序列的时、空分维数分别进行了计算,得到:本文研究区内远场(远离震中区)的地形变序列分维数在0.63~0.80之间,而近场(震中地区)的序列分维数在0.17~0.44之间,近场出现明显的降维现象;地震的孕、发过程中地形变观测序列分维数在0.22~0.37之间,而无震期间则在0.57~0.77之间,地震孕、发过程中地形变观测时间序列亦存在明显的降维现象。  相似文献   

13.
地震预警系统是防震减灾中最为行之有效的方法之一,其中对地震震级的估算是非常重要且困难的。目前,比较成熟的地震震级估计方法包括:基于最大卓越周期(τpmax)、特征周期(τc)和最大位移幅值(Pd)方法。利用2014年云南地3次大地震主震及余震P波初期部分的信息,验证与研究了四川地区地震预警快速震级估算模型在云南地区的适用性,结果表明3种参数模型均能在短时间内有效地进行震级估算。对于本研究数据库而言,Pd-4 s时窗模型最优,3个参数模型求得的估计震级在大震下均没有出现明显的震级饱和现象。但由于目前难以在短时窗下得到准确的震源/中距,因此推荐在云南地区地震预警系统中使用τpmaxτc模型来估计震级。  相似文献   

14.
湖北西部地区小震活动与台湾强震关系研究   总被引:2,自引:1,他引:1  
吕培苓 《地震》2004,24(1):71-75
简要阐述了湖北西部地区地震活动和台湾地区强震活动特征, 研究了1981年以来湖北西部地区弱震和台湾地区6级以上强震发生的关系。 结果表明, 二个地区地震活动有较好的相关性。 根据这种相关性实现对台湾强震的临震预测, 对应率较高, 预报效能较好。  相似文献   

15.
2003年12月至2004年8月,宁夏吴忠、灵武地区出现了一次地震活动增强过程,与已有震例震前的地震活动增强过程非常相似,因此导致了一次地震短临预测,但此次地震预测后来证实为虚报。从经验预报的角度来看此次地震短临预测的依据是充分的。但利用地震活动加速模型进行分析的结果表明,此次地震活动过程能量释放随时间的加速程度不够,不足以导致一次Ms5.0以上地震的发生。因此认为,现阶段地震预报应结合物理预测方法来进行,以克服经验预报的局限性。  相似文献   

16.
龙思胜 《中国地震》2005,21(1):70-83
以《全国小震目录》(1965年1月1日~2002年lO月31日)和《四川地震台网快报目录》(2002年11月1日~2003年9月30日)为基础资料,研究了川滇地区地震活动性发展变化的主要特征,并提出“单断裂强震区”和“多断裂强震区”概念。发现川滇地区主要单断裂强震区在发生一些强震之后,已经陆续进入地震平静时段,近期发生强震的能力明显减弱。与此同时,“滇西南”、“龙陵-腾冲”、“丽江-武定”地区分别在较短时段内发生多次强震,表明这几个多断裂强震区陆续进入活跃时段,成为1984年以来川滇地区的地震主体活动区域。多断裂强震区具有区内中小断裂汇集、地质构造复杂、地震活跃时段多次出现、在同一活跃时段内又具有活跃小段与小段间距的小段组合形式等特征。对已有的和可能新生的多断裂强震区进行早期判定,以及对活跃时段、小段组合进行动态跟踪,对于川滇地区地震预报具有重要意义。  相似文献   

17.
中国台湾地区和大陆西北地区都是破坏性地震活动发生较为频繁的地区.应用数理统计的方法对这两个地区100年来破坏性地震活动的对应关系进行探讨,当台湾地区发生6级以上地震活动后两年内,大陆西北也发生6级以上地震的概率为95.08%;两地7级以上地震活动时间间隔的置信度为90%的区间估计都为2~4年;通过对两地7级以上地震活动时间间隔的相关性分析,可以看出无显著性差异.  相似文献   

18.
以未来各潜在震源区发生各震级的概率作为确定地震活动性参数的空间分布函数为依据。我们应用贝叶斯方法得到各震级档未来发生地震的概率,并以渤海地区为例,说明了本方法的可行性。  相似文献   

19.
张立  赵洪声  陈静  刘耀炜 《地震》2008,28(4):52-58
通过对2000年以来云南地区MS≥6.0强震震中区(大姚、 永胜、 宁洱)水位观测资料的分析, 发现震中区水位在强震发生前具有一种共同变化特征, 即强震大多发生在水位上升至最高水位后的反向下降过程中。 震中区水位的这一异常共性, 有助于今后对云南强震的地点判定。 而强震震中区这种震前高水位的形成, 借助统计分析确定为降水所致。 水位上升使地壳构造应力得以积累, 水位下降使积累的应力骤然释放, 导致强震发生, 该项研究也为地球表层水运动的致震机制提供了一种解释。  相似文献   

20.
IntroductionInrecent2oyears,throughstudiesofthegreatearthquakesoftheChinesemainlandanditSvicinitysincel9OO,itiswidelyrecognizedthattheseeventSoccurredinsomeregionsinarelativelyconcentratingmannerfordifferentperiods(Ma,Zhang,l986;Zhang,etal,l994,Hong,l994;Hong,elal,l997;Huang,Dong,l997).Inthispapef,wecallthemmajorregionsofgreatearthquakesincertaintime,ormajorregionsinshort.Themajorregionsofdifferentperiodscanmigratethroughlongdistanceinspace.Thegeneralpatternofthegreatearthquakedistributio…  相似文献   

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