Comparison of the spatial distribution of ground motion between main shocks and strong aftershocks     

吕晓健高孟潭  高战武米素婷 《地震学报(英文版)》2007,20(3):312-318

Using the ground motion attenuation relation, we calculated and compared the effective peak acceleration (EPA) generated by main shocks and their strong aftershocks of 21 earthquake sequences with MS≥7 occurred in Chinese mainland and offing of China during 1966~2002. The result shows that EPA of strong aftershocks usually exceed that of main shock for 76.2% earthquake sequences and EPA of more than 50% strong aftershocks are greatly lar-ger than that of main shocks in large area, which suggests that it is necessary to take damage produced by strong aftershock into account in the probabilistic seismic hazard analysis and the seismic design.  相似文献   

Instability characteristics of the East Asian Monsoon recorded by high-resolution loess sections from the last interglacial (MIS5)   总被引：3，自引：0，他引：3  

Guan QingYu  Pan BaoTian  Gao HongShan  Li BingYuan  Wang JunPing  Su Huai 《中国科学D辑(英文版)》2007,50(7):1067-1075

The selection of high-resolution loess sections is needed in order to determine the climatic variability of the East Asian Monsoon during the last interglacial. Two sequences of S1 on the eastern and west-ern sides of the Liupan Mountain were both composed of five paleosol layers and four loess layers,indicating that there were five strong summer monsoon events and four strong winter monsoon events in MIS5. This corresponds with other records of the East Asian Monsoon,along with NGRIP and the North Atlantic records,implying that the climate of the Northern Hemisphere was very instable during the last interglacial. Two layers of paleosols and one layer of loess had developed during MIS5a and MIS5c. Compared with MIS5e,the climate in MIS5a and MIS5c fluctuated more intensively on a millen-nial scale,whereas the climate was relatively stable in MIS5e.  相似文献   

比例边界有限元子结构法研究     

杜建国  林皋 《世界地震工程》2007,23(1):67-72

比例边界有限元法最初应用于土-结构的相互作用分析，经过近几年的完善和发展，如今已经能够应用到其他很多领域。但是因为比例边界有限元理论是基于相似性要求的，使得其在处理几何形状复杂的结构时，会有很大的局限性，从而在某些领域的应用仍旧受到限制。同时由于其全时空耦合，导致大量计算量和工作量，也是其应用受限的一个原因。采用子结构法，打破这些局限性，并且分别针对有限域、无限域的问题，对比例边界有限元子结构法进行了研究，得出了有利于比例边界有限元法在工程实践中应用的结论，为其在实际工程应用中提供了可靠的依据和规律。  相似文献   

湖南省中南部地区地震区划研究   总被引：3，自引：0，他引：3  

李颖  胥广银  陈鲲  高孟潭 《中国地震》2007,23(1):17-24

选择湖南省中南部地区作为研究区域,以编制《中国地震动参数区划图》的基础资料和近年来在湖南省中南部所作的工程场地地震安全性评价资料为基础,根据近年来对中强地震衰减关系的研究结果,以及1970年以来现代仪器记录得到的地震资料确定的研究区域背景地震活动水平及其参数,对湖南省中南部地区进行了新的地震区划研究。结果表明,考虑了中强地震衰减关系,并重新考虑背景地震活动水平后,湖南中南部地区地震区划结果与现行区划图相比,地震动峰值加速度达0·05g的区域显著增加,其中包括邵阳、湘潭、吉首、怀化等重要城市。研究结果与近年来湖南中南部地区发生的中小地震的高震害特征比较吻合。本文的研究结果对于地震活动主要以6级以下中强地震活动为主的我国中东部地区的地震区划研究以及编制新一代地震动参数区划图都具有重要的参考意义。  相似文献   

九江-瑞昌地震的精确定位及其发震构造初探   总被引：4，自引：1，他引：4  

吕坚  倪四道  沈小七  高建华  曾新福 《中国地震》2007,23(2):166-174

联合采用双差法和主事件法,对2005年11月26日发生在江西省九江县与瑞昌市交界的5.7级地震序列进行了重新定位,并在此基础上讨论了5.7级主震的震源机制解和可能的发震构造。结果显示:精定位后震源位置的估算误差在EW方向上平均为0.31km,NS方向上平均为0.40km,竖直方向上平均为0.48km,故而得到了更加精细的空间分布图像。此次地震序列在NNW-NW向呈现优势分布,震源深度主要集中在8～14km,又以10～12km最具优势。主震的震源位置大致为北纬29.69°,东经115.74°,震源深度约10.8km。结合地震序列优势分布、主震震源机制解和震区NE向、NW向断裂发育的构造背景,初步推测本次地震序列的主震可能是由瑞昌盆地内的一条NW向隐伏断层活动引发的,发震断层的性质有待于进一步研究。  相似文献   

哈萨克斯坦地震地下流体监测、预测的现状及其震兆异常特征的分析     

高小其  陈华静  魏若平  王海涛  刘耀炜  陆明勇  高国英  郭伟英  鲁娜  朱成英  杨晓芳  李志海  史杰  许秋龙 《中国地震》2007,23(2):184-194

40多年来,哈萨克斯坦地震地下流体观测台网历经初期建网、系统清理、政策调整和优化提高4个阶段,目前已形成与中国北京地区流体监测网相当的规模。分析了哈萨克斯坦流体监测台网的地位、台站分布、观测项目、仪器配置及地震分析预测情况。最后,分析了哈萨克斯坦地震地下流体观测资料的特点,并就哈萨克斯坦流体交换资料的震兆异常特征进行了初步总结。  相似文献   

喀腊塑克水库诱发地震浅析     

彭亮  汪海涛  王兆云 《内陆地震》2007,21(2):149-154

采用判别标志、对比判断方法,尤其是概率分析方法对喀腊塑克水库诱发地震进行了分析。概率分析方法是利用诱震水库和未发震水库的统计资料,考虑了库深、库容、构造应力环境、断层活动性及诱震区介质条件5个因素,再利用概率统计中的贝叶斯公式建立了预测水库能否诱震的概率模型,最终计算出结果。另外,从库区断层活动性及断裂所通过的位置、库水深度及岩石坚硬程度等方面,分析出可能产生诱发该水库地震的位置。结合工作中的体会,提出评价水库诱发地震的步骤和方法。最终分析结果表明,喀腊塑克水库诱发地震的可能性不大。  相似文献   

如何提高磁照图数字化的精度     

高立峰  陈晓明  陈飞  胡光武  殷翔  沙宏武 《地震地磁观测与研究》2007,28(4):32-34

CBMD是一款针对CB-3模拟磁照图进行数字化处理的软件,利用专业图像处理技术,对模拟磁照图进行数字化,由于模拟仪器调试及存放因素造成了图纸状况不尽相同,使用者在数字化处理过程中,根据不同的图,纸采用相应的方法进行处理,才能保证数字化结果精确度.本文就主要的几种影响处理精度的情况展开讨论,并提出具体的解决方法.  相似文献   

Estimation of peak relative velocity and peak absolute acceleration of linear SDOF systems     

Jianwei Song Yi-Lun Chu Zach Liang George C. Lee 《地震工程与工程振动(英文版)》2007,6(1):1-10

In the seismic analysis and design of structures, the true velocity and absolute acceleration are usually approximated by their corresponding pseudo-values. This approach is simple and works well for structures with small damping (say, less than 15%). When the damping of a structure is enhanced for the purpose of response reduction, it may result in large analysis and design errors. Based on theory of random vibration and the established mechanism of seismic response spectra analysis, a method is developed (1) to predict the relative velocity spectra with any damping ratio level directly from the 5% standard pseudo-acceleration spectrum; and (2) to estimate the peak absolute acceleration. The accuracy of both is validated by using two selected ensembles of ground motion records.  相似文献   

Time domain method for calculating free field motion of a layered half-space subjected to obliquely incident body waves     

李山有  朱海燕  高淑芳 《地震工程与工程振动(英文版)》2007,6(2):191-196

In numerical simulation of wave scattering under oblique incident body waves using the finite element method, the free field motion at the incident lateral boundary induced by the background layered half-space complicates the computational area. In order to replace the complex frequency domain method, a time-domain method to calculate the free field motion of a layered half-space subjected to oblique incident body waves is developed in this paper. The new method decouples the equations of motion used in the finite element method and offers an interpolation formula of the free field motion. This formula is based on the fact that the apparent horizontal velocity of the free field motion is constant and can be calculated exactly. Both the theoretical analysis and numerical results demonstrate that the proposed method offers a high degree of accuracy.  相似文献