2001年昆仑山口西8.1级地震地表破裂带   总被引：30，自引：8，他引：30       下载免费PDF全文

陈杰  陈宇坤  丁国瑜  田勤俭  王赞军  单新建  任金卫  赵瑞斌  王志才 《第四纪研究》2003,23(6):629-639

2001年11月14日昆仑山口西8.1级地震是近50年来在我国大陆发生的震级最大、地表破裂最长的地震事件.地震地表破裂带全长426km,宽数米至数百米,总体走向90°～110°,具有明显的破裂分段特征,自西向东由5条次级破裂段组成.各破裂段又由若干更次级左阶或右阶斜列的破裂组成,具有自相似的分形结构特征.地震破裂带以左旋走滑为主,倾滑量很小.宏观震中区位于库赛湖东北93.0°～93.5°E一带的昆仑山南麓断层谷地内.最大地表同震左旋水平位移6.4m,最大垂直位移为4m.地表水平位移沿地震破裂带走向出现6个峰值,各峰值之间存在相对独立的衰减序列,这表明此地震具有多点破裂特征.  相似文献   

德令哈6．6级地震前地震活动及地震序列特征     

陈玉华马文静  崔国信 《高原地震》2003,15(3):1-8

德令哈6．6级地震发生在青海省地震局2003年度会商确定的应注意地区内，震前测震学出现多项中短期异常。该地震序列从其能量释放比、震级差均符合主震一余震型判断指标，为主震-余震型序列。序列跟踪工作总结出该序列早期阶段(20天内)预测强余震的几项指标。  相似文献   

石泉ML4．7级地震前天水深井水温的短临异常特征     

缑亚江刘东升  何松毅周建强 高曙德 《高原地震》2003,15(4):45-51

分析了天水台数字深井水温资料在陕西石泉ML4．7级地震前的异常特征，发现在震前5天内深井水温发生大幅度的降升变化，呈负脉冲形态，表现为典型的脉冲型前兆异常形态特征。  相似文献   

3-D rheologic model of earthquake preparation (I)—Displacement field     

宋治平  尹祥础  梅世蓉 《地震学报(英文版)》2003,(6)

Introduction The rock medium shows mainly elastic character under low-temperature, low-pressure and external force for short duration, yet it shows rheologic property under high-temperature, high-pressure and long-time external force. It is reasonable that the rapid earthquake generating process lasted for tens seconds is analyzed by the elastic theory. As for the earthquake generating process for hundreds or thousand years, nevertheless, the rheologic property of rock must be taken into accou…  相似文献   

Inelastic displacement ratios for evaluation of existing structures     

Jorge Ruiz‐García  Eduardo Miranda 《地震工程与结构动力学》2003,32(8):1237-1258

Results of a detailed statistical study of constant relative strength inelastic displacement ratios to estimate maximum lateral inelastic displacement demands on existing structures from maximum lateral elastic displacement demands are presented. These ratios were computed for single‐degree‐of‐freedom systems with different levels of lateral strength normalized to the strength required to remain elastic when subjected to a relatively large ensemble of recorded earthquake ground motions. Three groups of soil conditions with shear wave velocities higher than 180m/s are considered. The influence of period of vibration, level of lateral yielding strength, site conditions, earthquake magnitude, distance to the source, and strain‐hardening ratio are evaluated and discussed. Mean inelastic displacement ratios and those associated with various percentiles are presented. A special emphasis is given to the dispersion of these ratios. It is concluded that distance to the source has a negligible influence on constant relative strength inelastic displacement ratios. However, for periods smaller than 1s earthquake magnitude and soil conditions have a moderate influence on these ratios. Strain hardening decreases maximum inelastic displacement at a fairly constant rate depending on the level of relative strength for periods of vibration longer than about 1.0s while it decreases maximum inelastic displacement non‐linearly as the period of vibration shortens and as the relative‐strength ratio increases for periods of vibration shorter than 1.0s. Finally, results from non‐linear regression analyses are presented that provide a simplified expression to be used to approximate mean inelastic displacement ratios during the evaluation of existing structures built on firm sites. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

Predictive instantaneous optimal control of inelastic structures during earthquakes     

Kevin K. F. Wong  Rong Yang 《地震工程与结构动力学》2003,32(14):2179-2195

A new inelastic structural control algorithm is proposed by incorporating the force analogy method (FAM) with the predictive instantaneous optimal control (PIOC) algorithm. While PIOC is very effective in compensating for the time delay for elastic structures, the FAM is highly efficient in performing the inelastic analysis. Unlike conventional inelastic analysis methods of changing stiffness, the FAM analyzes structures by varying the structural displacement field, and therefore the state transition matrix needs to be computed only once. This greatly simplifies the computation and makes inelastic analysis readily applicable to the PIOC algorithm. The proposed algorithm compensates for the time delay that happens in practical control systems by predicting the inelastic structural response over a period that equals the magnitude of the time delay. A one‐story frame with both strain‐hardening and strain‐softening inelastic characteristics is analyzed using this algorithm. Results show that the proposed control algorithm is feasibile for any inelastic structures. While the control efficiency deteriorates with the increase in magnitude of the time delay, the PIOC maintains acceptable performance within a wide range of time delay magnitudes. Finally, a computer model of a six‐story moment‐resisting steel frame is analyzed to show that PIOC has good control results for real inelastic structures. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

系统聚类分析在现代沉积环境划分中的应用--以崎岖列岛海区为例   总被引：5，自引：0，他引：5  

李玉中  陈沈良 《沉积学报》2003,21(3):487-494

根据崎岖列岛海区现代沉积物的分选系数、砂粒含量和粘粒含量 3个粒度特征参数,采用系统聚类分析方法划分现代沉积环境,与已知的沉积环境特征信息较为吻合。除水动力条件外,研究区的现代沉积环境深受物源条件和地形因素的影响。在有效划分研究区现代沉积环境的 3个粒度参数中,砂粒含量是受物源条件影响最为显著的参数,分选是对地形与流场相互作用最为敏感的参数。偏度对研究区沉积环境差异的敏感性是有限的。峰度几乎不能作为研究区沉积环境划分的粒度参数。水动力条件的特殊性值得在沉积环境的划分中予以足够重视。  相似文献   

GPS精密定位中的海潮位移改正   总被引：2，自引：0，他引：2  

郑档  伍吉仓  王解先  顾国华 《武汉大学学报(信息科学版)》2003,28(4):405-408,421

根据海洋负荷潮理论，利用NAO99b全球海潮模型，计算了中国部分IGS站的海潮位移改正，并将海潮位移改正应用到GPS数据处理当中。在GAMIT软件的解算过程中，分别按加入和不加入海潮位移改正，对GPS基线分量和测站坐标分别进行了计算和比较分析。结果表明，海潮位移改正无论是对GPS基线分量还是对测站坐标，都有一定的影响。  相似文献   

特定基准下的异常位移诊断   总被引：1，自引：0，他引：1  

独知行  欧吉坤  柴艳菊  韩保民 《武汉大学学报(信息科学版)》2003,28(5):569-572

针对地壳运动和变形研究中存在的位移资料的参考基准、异常位移等问题，主要讨论了位移资料特定基准的转换和异常位移诊断的数学模型——特定基准转换模型为七参数相似变换模型，转换保持了变形体内部相对位置关系不变，并使转换后的位移矢量更能体现区域内的相对运动信息；异常位移诊断采用拟准检定法(QUAD)，在选定拟准观测的情况下，使得位移真误差具有明显的分群性；模拟算例结果显示，本文采用的线性变换模型、粗差拟准检定法都表现出很好的效果。  相似文献   

利用NOAA AVHRR数据研究北半球雪盖气候学特征   总被引：2，自引：0，他引：2  

杨向东 《国土资源遥感》2003,14(1):16-19

利用NOAA卫星图像,研究了北半球、欧亚、北美和青藏高原雪盖气候学特征及其变化趋势.指出北半球、欧亚和北美雪盖气候变化趋势基本一致,年均雪盖面积在1987年前后明显下降; 而青藏高原雪盖面积在1984年后明显下降,说明青藏高原雪盖的年际变化与北半球及欧亚、北美不完全一致.  相似文献