2008年10月5日新疆乌恰6.8级地震现场考察     

陈建波  谭明  寇大兵  胡伟华  高国英  杜春清  侯建盛  李志强  赵保宗  张天罡  宁宝坤 《中国地震》2009,25(4)

2008年10月5日在新疆乌恰地区发生的M_S6.8地震,微观震中位于乌恰县境内,距边境18km,宏观震中位于吉尔吉斯斯坦共和国努拉村,距新疆乌恰县伊尔克什坦口岸西南约7km处,极震区烈度达到8度(境外).我国境内Ⅶ度和Ⅵ度区面积分别为7354km~2和1031km~2.这次地震的发生与南北向的卡兹特阿尔特弧形断裂带的活动有关.震区建筑物遭到一定程度的破坏,地质灾害现象较明显.  相似文献   

科里奥利力对断层作用的统计研究   总被引：2，自引：1，他引：1  

盛书中  万永革  田力 《中国地震》2009,25(3)

首先给出了分解到已知断层面法向和切向上的断层错动科里奥利应力(简称为科里奥利法向应力和切向应力)表达式,然后从哈佛大学矩心矩张量目录中选取主余震资料进行分析,按断层分类研究了科里奥利法向应力和主震震级与其最大余震震级差及主震地震矩与余震地震矩总和之差的折合矩震级间的关系.研究结果显示:地震断层错动过程中虽然产生了使断层两盘相互拉离(或挤压)的科里奥利法向应力,它降低(或增加)了断层错动时断层面上的摩擦阻力,但是应力量值太小(科里奥利法向应力估计最大不到0.1MPa,即不到一个大气压),不足以对断层错动及主震能量释放产生影响,从而影响余震的最大震级和总体水平.  相似文献   

非对称双塔连体结构柔性连接体系参数研究   总被引：1，自引：0，他引：1  

彭文海  谭平  候家健  周福霖 《华南地震》2009,29(1):8-16

基于非对称双塔连体结构柔性连接体系的3自由度（3-DOF）力学模型,利用虚拟激励法分析了连接构件的频率比、阻尼比和质量比等参数对该复杂结构体系地震反应的影响。根据不同的控制目标,得到了非对称双塔连体结构柔性连接体系支座优化设计参数变化规律和连接参数的优化组合,可用来指导此类结构的减震初步设计。最后以某实际工程为算例进行数值分析,验证了优化理论的正确性。  相似文献   

九江—瑞昌序列震源位置及震源区速度结构的联合反演     

曾庆平  汤兰荣  李涛 《华南地震》2009,29(1)

采用震源位置和速度结构的联合反演方法确定2005年九江一瑞昌5.7级地震序列的分布和震源区的速度结构.结果显示九江一瑞昌地震序列存在NW330.方向和NE550方向的两组共轭分布,其中NW330.方向的优势分布更为明显;震源深度分布在3～18km的范围.地震主体破裂发生在上地壳-中地壳过渡层的P波速度低速区内,主震发生后余震向东南与西北方向两头扩展,其中往西北方向破裂时可能遇到了障碍体,积累的能量转向西南-北东方向继续破裂,引发了4.8级强余震.  相似文献   

广东数字地震台网‘十五’系统的几种地震定位方法的定位效果分析   总被引：10，自引：0，他引：10  

陈贵美  杨选  刘锦 《华南地震》2009,29(1):69-78

选取广东省‘十五’数字地震台网2007年6-9月试运行以来记录到的32次地震事件,运用地震台网地震速报及地震编目使用的几种常规地震定位软件,并将其结果与‘九五’编目产出的结果进行了比较,结果表明：对于网内地震。单纯型定位法及HYP02000程序的定位法结果稍优于Hyposat定位法：对于网缘地震,3种定位程序得到的结果相差不大。  相似文献   

太原地震台记录的四川汶川地震震相分析     

孟彩菊  杨世英  赵春华  靳玉贞  黄春玲 《地震地磁观测与研究》2009,30(6):17-20

四川汶川系列地震距太原基准地震台约1000km,介于近震与远震之间,震相特殊,识别困难。本文通过对汶川主、余震和四川其他地区远震波形的对照,及对主要震相周期、幅度及波形特点的分析,认为PN、SG两个震相是太原地震台记录四川汶川地震的主要定位震相。  相似文献   

Local amplification of deep mining induced vibrations Part 1: Experimental evidence for site effects in a coal basin     

L. Driad-Lebeau  N. Lokmane  J.F. Semblat  G. Bonnet 《Soil Dynamics and Earthquake Engineering》2009

The work presented in this paper lies under the scope of a research program aiming to assess the impact of deep coal mining induced vibrations on the surface constructions. The concerned section of the program is dedicated to the study of geological site effects and their influence on the mining induced vibrations for which the experimental investigations have been carried out and developed in this paper (Part 1). The empirical methods based on H/V spectral ratios have been applied on data sets provided from mining induced vibrations recorded within private residences above the deep coalmine as well as complementary measurements of ambient noise. The results evidence an amplified zone in the southern part of the Gardanne basin where drilling data confirmed the presence of particularly fractured and soft stratigraphic units. This joint analysis of induced seismicity and ambient noise enabled to validate the method based on H/V ratios applied to the mining context.  相似文献   

Seismic response of an urban bridge-support system in soft clay     

Juan M. Mayoral  Yolanda AlbertoManuel J. Mendoza  Miguel P. Romo 《Soil Dynamics and Earthquake Engineering》2009

The numerical simulation of an instrumented urban bridge support and its foundation system was conducted. The bridge works as a deck in a surface subway station and was built 12 yr ago in the so-called Lake Zone in Mexico City, where very soft clays, exhibiting low shear strength and high compressibility prevail. Since the beginning of its construction, pile loads, soil–raft contact pressures and the overall response of the foundation system have been monitored. Within this period, several earthquakes have occurred. Thus, an extensive database of accelerations, pore pressures and load histories have been recorded. In particular, this paper focuses on the bridge response observed during two moderated intensity events, the 2004, 6.3 M_w, Guerrero Coast and the 1999, 7.0 M_w, Tehuacan earthquakes. Finite element models were developed to reproduce the measured responses and to assess the soil–foundation-support performance for long-term conditions, including the effects of potential changes in the dynamic soil properties due to regional subsidence. The computed dynamic responses obtained with the simulation for the free field and structure compares fairly well with the recordings.  相似文献   

Estimation of strong seismic ground motion for engineering use in Perth Western Australia     

Hong Hao  Brian A. Gaull 《Soil Dynamics and Earthquake Engineering》2009

Probabilistic seismic hazard analysis (PSHA) was performed to determine two alternate magnitude-distance combinations for the 475 yr event, and the worst-case scenario event in Perth, Western Australia. Regional strong ground motion (SGM) time histories on rock sites are used to modify an eastern North America (ENA) seismic model to suit southwest Western Australian (SWWA) conditions. This model is then used to stochastically simulate a set of 475 yr design events and a set of worst-case scenario event for rock sites in the Perth metropolitan area (PMA). The simulated time histories are then used as input to typical soft soil sites in the PMA to estimate surface ground motions. The spectral accelerations of the ground motions on rock and soil sites are calculated and compared with the corresponding design spectra defined in current and previous Australian earthquake loading code. Discussions of the adequacy of the code spectra and the differences to ours, along with implications on structural response and damage are made.  相似文献   

Influence of plasticity on the seismic soil–micropiles–structure interaction     

H. Alsaleh  I. Shahrour 《Soil Dynamics and Earthquake Engineering》2009

This paper includes an analysis of the influence of soil plasticity on the seismic response of micropiles. Analysis is carried out using a global three-dimensional modeling in the time domain. The soil behavior is described using the non-associated Mohr–Coulomb criterion. Both the micropiles and the superstructure are modeled as three-dimensional beam elements. Proper boundary conditions are used to ensure waves transmission through the lateral boundaries of the soil mass. Analyses are first conducted for harmonic loadings and then for real earthquake records. They show that plasticity could have a significant influence on the seismic response of the soil–micropiles–structure systems. This influence depends on the amplitude of the seismic loading and the dominant frequencies of both the input motion and the soil–piles–structure system.  相似文献