南海北缘海啸波高对潜在海啸源震级偏差的敏感性     

任鲁川  薛艳  简春林  冯蔚 《中国地震》2009,25(2)

本文假设马尼拉海沟北段为潜在海啸源,基于中国地震台网对马尼拉海沟地区震级测定偏差,采用COMCOT(comell Multi-grid Coupled Tsunami Model)海啸数值模型,模拟南海海啸波传播.选取南海北缘3个特定地点,其中两个位于华南近海区域,另一个位于台湾岛南端近海区域,此外还在临近马尼拉海沟北段的深海地区选取了1个特定地点.分析这些特定地点最大海啸波以及最大海啸波到时对于震级测定偏差的敏感性.结果表明:马尼拉海沟北段地震如触发海啸,华南近海区域以及台湾岛南部近海区域最大海啸波振幅对震级偏差敏感,但最大海啸波振幅到时对于震级测定偏差不敏感;振幅最大的海啸波,二十几分钟即可波及台湾岛南端近岸区域,大约1小时后波及大陆华南近海北部区域.  相似文献   

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   

Variability in rainfall threshold for debris flow after the Chi-Chi earthquake in central Taiwan, China   总被引：6，自引：0，他引：6  

C. L. SHIEH  Y. J. TSAI 《国际泥沙研究》2009,24(2):177-188

The purpose of this study is to analyze variability in rainfall threshold for debris flow （critical rainfall for debris flow triggering） after the ML 7.3 Chi-Chi earthquake in central Taiwan in 1999. Two study sites with different geological conditions were surveyed in the earthquake area. Streambed surveys were conducted to continuously monitor debris flows between 1999 and 2006. During the 7-year study period, every debris flow event was identified, and the streambed characterized. Results show that the rainfall threshold for debris flow was remarkably lower just after the Chi-Chi Earthquake, but gradually recovered. To date, this rainfall threshold is still lower than the original level prior to the earthquake. This variability in rainfall threshold is closely related to the mount of sediment material in the initiation area of debris flow, which increased rapidly due to landslides resulting from the earthquake. With the increase in sediment material, the rainfall threshold was lowered severely during the first year following the Chi-Chi earthquake. However, heavy rainfalls mobilized the sediment material, causing debris flows and transporting sediment downstream. With the decrease in sediment material, the rainfall threshold recovered gradually over time. Furthermore, debris flows occurred only in the subbasins that had sufficient sediment material to cause significant movement. Hence, these results confirm that the sediment material in the initiation area of debris flow is a crucial component of the rainfall threshold for debris flow.  相似文献   

Random vibration analysis of long-span structures subjected to spatially varying ground motions     

Y.H. Zhang  Q.S. Li  J.H. Lin  F.W. Williams 《Soil Dynamics and Earthquake Engineering》2009

On the basis of the pseudo-excitation method (PEM), a random vibration methodology is formulated for the seismic analysis of multi-supported structures subjected to spatially varying ground motions. The ground motion spatial variability consists of the wave passage, incoherence and site–response effects. Advantages of this method are that less computation effort is required and that the cross-correlations both between normal modes and between excitations are automatically included. Random seismic responses of a realistic long-span bridge due to the wave passage, incoherence and site–response effects are extensively investigated. It is shown that all these effects have significant influence on the seismic response of the structure.  相似文献   

A new definition of strong motion duration and related parameters affecting the response of medium–long period structures     

Ioannis M. Taflampas  Constantine C. SpyrakosIoannis A. Koutromanos 《Soil Dynamics and Earthquake Engineering》2009

This study presents a new definition of the strong motion duration combining the alternative bracketed and significant duration definitions. Based on the time integral of the absolute ground velocity, a new index is defined, as cumulative absolute displacement (CAD), and used to estimate the strong motion duration. The proposed bracketed-significant duration t_bs is found to be well correlated with the strong motion part of the records, especially in the case of near-source events. The duration t_bs and the CAD index are used to assess the anticipated structural behavior of medium–long period structures.  相似文献   

汶川8.0级地震水坝震害调查   总被引：11，自引：1，他引：10  

景立平  陈国兴  李永强  汤皓 《地震工程与工程振动》2009,29(1)

“5．12”汶川地震中水坝损毁严重,造成了巨大的经济损失。震后对69座溃坝险情和310座高危险情水库水坝进行了系统的调查,典型震害现象包括坝体裂缝、塌陷、滑坡、渗漏、启闭设施损坏和其他附属设施的损毁等。文中给出了不同烈度区的水坝震害分布,并对地震中水坝的震害现象做了初步总结和分析。  相似文献   

2008年瑞丽4.9级地震烈度及震害研究     

张彦琪  华钧  历建明  李西  陈坤华 《地震研究》2009,32(Z1)

给出瑞丽4.9级地震的烈度区的展布情况,详细介绍了烈度区内的建筑结构特点和震害特征,以及生命线工程和水利设施的震害,并对形成震害的原因进行了初步分析.  相似文献   

青藏高原北部中强以上地震震兆异常的分级特征研究   总被引：1，自引：1，他引：0       下载免费PDF全文

罗国富  赵卫明  盛菊琴  马禾青 《地震工程学报》2009,31(2):179-185

通过对青藏高原北部中强以上地震前普遍出现的地震活动异常进行了系统的分析和总结,发现各地震活动前兆异常参数与主震震级有分级特征,其结果对未来青藏高原北部中强以上地震的预测具有一定的实用和参考价值.  相似文献   

对新疆乌恰—喀什地区年度地震预测的总结与思考          下载免费PDF全文

高国英  郭卫英  龙海英 《地震工程学报》2009,31(4):397-402

在对新疆1973年以来年度地震预测情况进行综合研究基础上,重点分析了乌恰-喀什周围地区年度预测的阶段性特点,并对这一地区1900年以来M≥6地震和1972-2008年M≥5.5地震活动特征进行了的研究.认为对该区域地震活动规律性特点认识不足,没有遵循本地区地震活动的基本规律对地震趋势进行客观判断,是造成地震危险区预测效果较差的主要原因.依据地震活跃与间歇的特点认为2008年底开始乌恰-喀什周围地区将进入一个新的活跃时段,这一地区可能仍将继续被划定为年度强地震危险区.  相似文献   

河源新丰江地区地震烈度、地震影响场与新丰江水库大坝设防烈度   总被引：1，自引：1，他引：0  

杨马陵  何萍  万永芳 《华南地震》2009,29(4):1-7

简述了1950年以来新丰江水库地区和水库大坝地震烈度的变化,并对新旧大坝设防烈度进行了对比,认为按现今的国家标准,新丰江水库大坝的设防烈度为Ⅶ度强。对库区6次4级以上地震的烈度宏观调查数据进行了分析,拟合了河源地区的地震烈度衰减关系,并与华南地区的地震烈度关系进行了比较．最后计算了新丰江水库地区的在5-6级地震情况下的宏观烈度影响场。  相似文献