地震荷载下莫高窟围岩动态损伤特性研究   总被引：4，自引：1，他引：4       下载免费PDF全文

付长华  石玉成 《地震工程学报》2004,26(3):266-273

本以敦煌莫高窟为研究对象，阐述了地震荷载下洞窟围岩动态损伤的影响因素；采用动力有限元法。从地震动特性入手。分析研究了地震作用对洞窟围岩及其附属构筑物可能造成的损坏，为石窟物地震安全评估及防灾对策研究提供了依据。  相似文献   

中国周边地区强震与中国大陆7级以上地震活动的关系     

任雪梅  赵卫明  金春华 《内陆地震》2004,18(3):221-227

通过对中国周边地区强震与中国大陆地区强震活动的关系分析，发现中国大陆周边地区活跃时段期间和其后3年是中国大陆地区7级以上地震活动的主要活动时期，周边地区强震活动增强后，中国大陆内部有可能发生7级以上地震，强震活动可能会逐步进入高潮，南北地震带中段未来数年发生7级以上地震的危险性较大．  相似文献   

全球、中国大陆和华北地区地震活动韵律性时变特征及趋势分析   总被引：4，自引：0，他引：4  

刘希强  林怀存  黄耘  李红 《中国地震》2004,20(3):247-256

基于Morlet小波变换，提出一种新的定量划分地震活跃期或平静期的分析方法，形成了根据复小波变换得到不同周期累加能谱极大值点变化、实小波变换振动周期谱时频分布以及指定周期的小波振动周期随时间变化的极值分布规律来研究地震活动韵律性及其时变特征的物理思路。通过对全球、中国大陆和华北地区浅源地震年释放能量的时间序列分析。对研究区强震活动的韵律性及其时变特征有了新的认识。根据目前强震活动具有的韵律性，结合历史地震活动情况，对未来研究区地震趋势进行了初步分析。  相似文献   

云宵县5月暴雨客观预报模型     

赖惠贞陈荣平  朱昌桂廖燕珍 《河南气象》2004,(3):9-11

采用文献[1]提出的技术模型，研制了云宵县5月暴雨预报方法，建立了4个因子结构简单而天气学意义明了的客观预报模型。经2000～2003年试用，这种基于场量因子的预报模型，未漏报，严格评定的准确率为67％，明显优于主观预报。  相似文献   

川西北倒三角形断块东部区域强震带形成机制与地震活动特征     

蒋良文  王士天  李渝生  王运生 《地球科学进展》2004,(Z1)

川西北倒三角形断块东部区域地处青藏高原东部边缘地带,地跨川西北高原及其与四川盆地过渡带的高山峡谷区,属我国著名的南北向地震带的中段,因其特定的大地构造环境和强烈的现代地壳构造运动,导致其在强大的近东西向构造应力场的驱动和平卧“A”字型控震构造体系的控制下,沿两侧边界断裂向东强力楔入,于“构造急剧收口带”之西侧形成了一个近SN向地跨三大构造单元的强震带,强震沿该带有规律的往返迁移和重复发生,且地震活动强弱具有较明显的分形特征。  相似文献   

黄河上游梯级水电站施工洪水优化设计方法探讨--以黄河公伯峡水电站施工洪水优化设计为例   总被引：1，自引：0，他引：1  

杨百银 《水文》2004,24(1):22-27

梯级水电站设计洪水方法一直是梯级水电站水文设计的难点．几十年来在黄河上游梯级电站设计中已总结出一套比较完整的设计洪水及施工洪水计算方法。通过黄河公伯峡水电站施工洪水优化设计过程，论述了该套方法．并就目前存在的一些观点及疑问给予了较为明确的回答。  相似文献   

The GIS and analysis of earthquake damage distribution of the 1303 Hongtong M=8 earthquake     

GAO  Meng-tan 《地震学报(英文版)》2004,17(4):398-404

The geography information system of the 1303 Hongton M=8 earthquake has been established. Using the spatial analysis function of GIS, the spatial distribution characteristics of damage and isoseismal of the earthquake are studies. By comparing with the standard earthquake intensity attenuation relationship, the abnormal damage distribution of the earthquake is found, so the relationship of the abnormal distribution with tectonics, site condition and basin are analyzed. In this paper, the influence on the ground motion generated by earthquake source and the underground structures near source also are studied. The influence on seismic zonation, anti-earthquake design, earthquake prediction and earthquake emergency responding produced by the abnormal density distribution are discussed. Foundation item: National important fundamental research “The Basic Research of Important Project in Damage Environment” and The important project “The Seismic Hazard Assessment Research and Anti-earthquake Structure Research” from China Earthquake Administration during the 10th Five-year Plan. Contribution No. 04FE1008, Institute of Geophysics, China Earthquake Administration.  相似文献   

Design Earthquakes in the U.K.     

R.M.W. Musson 《Bulletin of Earthquake Engineering》2004,2(1):101-112

Three sites in the UK are taken, representative of low, medium and high hazard levels (by UK standards). For each site, the hazard value at 10⁻⁴ annual probability is computed using a generic seismic source model, and a variety of ground motion parameters: peak ground acceleration (PGA), spectral acceleration at 10 Hz and 1 Hz, and intensity. Disaggregation is used to determine the nature of the earthquakes most likely to generate these hazard values. It is found (as might be expected) that the populations are quite different according to which ground motion parameter is used. When PGA is used, the result is a rather flat magnitude distribution with a tendency to low magnitude events (\le 4.5 ML) which are probably not really hazardous. Hazard-consistent scenario earthquakes computed using intensity are found to be in the range 5.8–5.9 ML, which is more in accord with the type of earthquake that one expects to be a worst-case event in the UK. This revised version was published online in July 2006 with corrections to the Cover Date.  相似文献   

On the Incorporation of the Effect of Crustal Structure into Empirical Strong Ground Motion Estimation     

J. Douglas  P. Suhadolc  G. Costa 《Bulletin of Earthquake Engineering》2004,2(1):75-99

This article has two purposes. Firstly, a validation exercise of the modal summation technique for the computation of synthetic strong-motion records is performed for two regions of Europe (Umbria-Marche and south Iceland), using a variety of region specific crustal structure models, by comparing the predicted ground motion amplitudes with observed motions. It is found that the rate of decay of ground motions is well predicted by the theoretical decay curves but that the absolute size of the ground motions is underpredicted by the synthetic time-histories. This is thought to be due to the presence of low-velocity surface layers that amplify the ground motions but are not included in the crustal structure models used to compute the synthetic time-histories. Secondly, a new distance metric based on the computed theoretical decay curves is introduced which should have the ability to model the complex decay of strong ground motions. The ability of this new distance metric to reduce the associated scatter in empirically derived equations for the estimation of strong ground motions is tested. It is found that it does not lead to a reduction in the scatter but this is thought to be due to the use of crustal structure models that are not accurate or detailed enough for the regions studied. This revised version was published online in July 2006 with corrections to the Cover Date.  相似文献   

A coherency function model of ground motion at base rock corresponding to strike-slip fault   总被引：2，自引：0，他引：2  

丁海平  刘启方  金星  袁一凡 《地震学报(英文版)》2004,17(1):64-69

IntroductionEarthquakedamagesurveyandresearchresultshavedemonstratedthatspatialdistributiondifferenceofgroundmotionisoneoftheimportantreasonswhichcausedlongstructure(eglongspanbridge,undergroundpipe)destroy.Thathowtoprovideareasonableinputofgroundmotionfieldforaseismicdesignoflongstructureisaurgentprobleminearthquakeengineeringfield.Atpresent,themethodtostudyspatialvariationofgroundmotionsisadoptingstatisticanalysisbasedondensearrayrecordssuchasSMART-1array,etc,togetcoherencyfunctionofground…  相似文献