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Step-over of strike-slip faults and overpressure fluid favor occurrence of foreshocks:Insights from the 1975 Haicheng fore-main-aftershock sequence,China
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作者 Xinglin Lei Zhiwei Wang +1 位作者 Shengli Ma Changrong He 《Earthquake Research Advances》 CSCD 2024年第1期36-46,共11页
This study analyzed and summarized in detail the spatial and temporal distributions of earthquakes,tidal responses,focal mechanisms,and stress field characteristics for the M 7.3 Haicheng earthquake sequence in Februa... This study analyzed and summarized in detail the spatial and temporal distributions of earthquakes,tidal responses,focal mechanisms,and stress field characteristics for the M 7.3 Haicheng earthquake sequence in February 1975.The foreshocks are related to the main fault and the conjugate faults surrounding the extension step-over in the middle.The initiation timing of the foreshock clusters and the original time of the mainshock were clearly modulated by the Earth's tidal force and coincided with the peak of dilational volumetric tidal strain.As a plausible and testable hypothesis,we proposed a fluid-driven foreshock model,by which all observed seismicity features can be more reasonably interpreted with respect to the results of existing models.Together with some other known examples,the widely existing step-over along strike-slip faults and associated conjugate faults,especially for extensional ones in the presence of deep fluids,favor the occurrence of short-term foreshocks.Although clustered seismicity with characteristics similar to those of the studied case is not a sufficient and necessary condition for large earthquakes to occur under similar tectonic conditions,it undoubtedly has a warning significance for the criticality of the main fault.Subsequent testing would require quantification of true/false positives/negatives. 展开更多
关键词 haicheng earthquake Seismogenic fault ETAS FORESHOCK Deep fluid
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Hierarchical Clustering Analysis of Focal Mechanism Solutions, Taking the Haicheng Earthquake Sequence as an Example 被引量:1
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作者 Diao Gulling,Yu Limin,and Li QinzuSeismological Bureau of Hebei Province,Shijiazhuang 050021,China 《Earthquake Research in China》 1995年第1期102-110,共9页
The currently used methods for analyzing a number of focal mechanism solutions are often ineffective for large samples.With the aid of the basic concept of hierarchical clustering methods for pattern recognition and i... The currently used methods for analyzing a number of focal mechanism solutions are often ineffective for large samples.With the aid of the basic concept of hierarchical clustering methods for pattern recognition and in combination with the expression of focal mechanism solutions themselves,the sum of the angle between P-axes and the angle between T-axes of 2 solutions is defined as a distance,and a software for hierarchical clustering analysis by the shortest distance method and longest distance method is compiled.The number of types in the clustering results can be determined in accordance with different requirements.For focal mechanism solutions of the same type,the average position of each stress axis can be calculated by the method of vector composition and thereby the spatial orientation of the average focal mechanism solution can be determined.In order to test the feasibility and reliability of the software,hierarchical clustering analyses are made for the focal mechanism solutions of 24 展开更多
关键词 FOCAL MECHANISM DATA analysis haicheng earthquake
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Damage of 1975 Haicheng M_s7.3 earthquake in the Korean Peninsula and its effect on Kyushu,Japan
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作者 李裕澈 秋教昇 石川有三 《Acta Seismologica Sinica(English Edition)》 CSCD 2007年第2期224-233,共10页
The 1975 Haicheng Ms7.3 earthquake affected whole Korean Peninsula and even Kyushu, Japan. In this paper isoseismal map of this earthquake was drawn for these areas by sorting out and analyzing data systematically col... The 1975 Haicheng Ms7.3 earthquake affected whole Korean Peninsula and even Kyushu, Japan. In this paper isoseismal map of this earthquake was drawn for these areas by sorting out and analyzing data systematically collected, furthermore, the characteristics of the earthquake damage were discussed. In the northern Korean Peninsula, the intensity is V in great majority of this area except local area with intensity VI, and the damage is basically in accordance with typical characteristics of corresponding intensity grade. In the southern Korean Peninsula, the intensity is IV in large part of the area, however, in some big cities such as Seoul etc., not only high buildings shook strongly, but also some people appeared perceptions such as feeling dizzy and so on, and electrical service was interrupted on one or two districts because of transformer tripping. These phenomena could be caused by the effect of long-period wave generated from a large earthquake on far-field. 展开更多
关键词 haicheng earthquake Korean Peninsula Kyushu in Japan earthquake damage
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The success of the prediction of Haicheng earthquake and the negligence of the Tangshan earthquake
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作者 Peng Funan 《Engineering Sciences》 EI 2008年第2期9-18,共10页
The success of the prediction of Haicheng earthquake and the failure of the prediction of Tangshan earthquake were both well known in the world. What happened, why such a strong earthquake as occurred in Haicheng had ... The success of the prediction of Haicheng earthquake and the failure of the prediction of Tangshan earthquake were both well known in the world. What happened, why such a strong earthquake as occurred in Haicheng had been predicted successfully and with a small loss of lives and property? Why a successively strong earthquake about a year later in a region not so further was failure in the imminent stage of prediction and there were so many fatalities and a great degree of property? The author addresses these points based on these true experiences including the first hand experiences leading up to, during, and following these two earthquarter. In addition, he also introduced some seimic phenomena which he had seen after Chi-chi earthquake in Taiwan. 展开更多
关键词 海城地震 唐山地震 地震预报 作者 预测预报 财产损失 地震发生 地震台
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A case-based reasoning method of recognizing liquefaction pits induced by 2021 M_(W) 7.3 Madoi earthquake
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作者 Peng Liang Yueren Xu +2 位作者 Wenqiao Li Yanbo Zhang Qinjian Tian 《Earthquake Research Advances》 CSCD 2023年第1期61-69,共9页
Earthquake-triggered liquefaction deformation could lead to severe infrastructure damage and associated casualties and property damage.At present,there are few studies on the rapid extraction of liquefaction pits base... Earthquake-triggered liquefaction deformation could lead to severe infrastructure damage and associated casualties and property damage.At present,there are few studies on the rapid extraction of liquefaction pits based on high-resolution satellite images.Therefore,we provide a framework for extracting liquefaction pits based on a case-based reasoning method.Furthermore,five covariates selection methods were used to filter the 11 covariates that were generated from high-resolution satellite images and digital elevation models(DEM).The proposed method was trained with 450 typical samples which were collected based on visual interpretation,then used the trained case-based reasoning method to identify the liquefaction pits in the whole study area.The performance of the proposed methods was evaluated from three aspects,the prediction accuracies of liquefaction pits based on the validation samples by kappa index,the comparison between the pre-and post-earthquake images,the rationality of spatial distribution of liquefaction pits.The final result shows the importance of covariates ranked by different methods could be different.However,the most important of covariates is consistent.When selecting five most important covariates,the value of kappa index could be about 96%.There also exist clear differences between the pre-and post-earthquake areas that were identified as liquefaction pits.The predicted spatial distribution of liquefaction is also consistent with the formation principle of liquefaction. 展开更多
关键词 Coseismic liquefaction Case-based reasoning K-nearest neighbor Covariates selection 2021 M_(w)7.3 Madoi earthquake Qinghai-Tibetan Plateau
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不同液化判别方法在下辽河地区的对比分析
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作者 齐鑫 丁浩 王奕月 《防灾减灾学报》 2024年第2期14-21,共8页
结合海城地震液化资料,选取四种具有代表性的液化判别方法,通过判别结果与地震液化资料的对比分析,得出各种判别方法的优劣。四种方法可归纳为利用规范和室内实验两大类。结果表明:规范方法,判定结果的准确率为42.8%;调整的规范方法,准... 结合海城地震液化资料,选取四种具有代表性的液化判别方法,通过判别结果与地震液化资料的对比分析,得出各种判别方法的优劣。四种方法可归纳为利用规范和室内实验两大类。结果表明:规范方法,判定结果的准确率为42.8%;调整的规范方法,准确率为88%;室内实验的输入正弦波方法,准确率为88%;室内实验的地震波法,准确率为77%。规范方法优点方便快捷,缺点是利用规范提供参数准确率有限;室内实验方法优点是物理原理清楚,缺点是需要进行土层地震反应计算。由此说明,利用规范方法,并适当调整参数,可以有效提高液化判定准确率。 展开更多
关键词 液化 判别方法 实验准确率 海城地震 对比分析
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基于地磁场重复观测资料分析玛多M_(W)7.3地震前地磁场变化
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作者 宋成科 张鹏涛 陈斌 《防灾科技学院学报》 2024年第1期38-46,共9页
基于玛多地震周边的地磁场重复观测资料,使用泰勒多项式空间参考场方法和自然正交分量方法分别对观测资料进行日变通化和长期变化改正,获得了玛多地震前后地磁场变化特征。通过对观测和数据处理的分析,获得了各期计算结果的误差,并基于... 基于玛多地震周边的地磁场重复观测资料,使用泰勒多项式空间参考场方法和自然正交分量方法分别对观测资料进行日变通化和长期变化改正,获得了玛多地震前后地磁场变化特征。通过对观测和数据处理的分析,获得了各期计算结果的误差,并基于误差对地磁场变化进行了部分修正。结果表明,玛多地震1~2年岩石圈磁场年变化会出现明显的趋势转折,变化量为5~10nT。根据速度—状态依赖的摩擦定律的地震周期分析发现,震前断层滑动量较小,因此岩石圈磁场年变化并非由地震前断层滑动引起的应力扰动产生。玛多地震前地下流体的变化产生的电磁效应更可能是产生岩石圈磁场变化的原因。 展开更多
关键词 玛多地震 地磁重复观测 岩石圈磁场变化 应力 摩擦定律
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盲逆断层震后变形耦合机制研究——以2017年伊朗M_(W)7.3地震为例
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作者 王洵 王卫民 +1 位作者 何建坤 周云 《地球物理学报》 SCIE EI CAS CSCD 北大核心 2024年第2期571-586,共16页
震后变形是地震周期中一个重要阶段,深入研究其产生机制有助于提高对地震演化过程、断层性质及地震危险性评估的认识.2017年伊朗M_(W)7.3地震InSAR观测资料丰富,为研究扎格罗斯造山带山前褶皱带盲逆冲断层震后变形机制提供了切入点.合... 震后变形是地震周期中一个重要阶段,深入研究其产生机制有助于提高对地震演化过程、断层性质及地震危险性评估的认识.2017年伊朗M_(W)7.3地震InSAR观测资料丰富,为研究扎格罗斯造山带山前褶皱带盲逆冲断层震后变形机制提供了切入点.合理详细的震源模型及高精度的形变观测是开展震后余滑或黏弹松弛研究的首要前提,本文采用多视角InSAR资料联合远场波形数据反演该地震的破裂滑动分布,并解算得到伪三维地表位移,利用InSAR时序分析提取震源区主震后一年半内变形特征,显示震源区震后形变特征与同震位移场类似,LOS向形变速率最大值约8 cm·a^(-1),震后变形预示震源区可能存在明显的震后应力调整现象.利用震后半年内形变资料约束的纯运动学余滑模型表明同时期释放能量为矩震级M_(W)6.7,进一步探讨应力驱动震后余滑及下地壳黏弹性松弛对震后变形的贡献,基于分层黏弹模型的模拟计算表明震后余滑和黏弹松弛效应的耦合模型可以更好地解释地表震后变形特征,其中震后余滑主要分布在同震破裂区的上方浅部,对主震后一年半内震后地表变形起主导作用,震源区壳下黏滞系数量级下限约为10^(19)Pa·s,震后变形对扎格罗斯褶皱带的生长有一定的促进作用,更长周期的震后变形机制研究还需长期高精度观测和顾及岩石圈流变结构的横向不均一性. 展开更多
关键词 伊朗M_(W)7.3地震 InSAR 联合反演 震后形变 震后余滑
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辽宁省海城市地震灾害预评估精细化方法研究
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作者 王万宁 孔祥雪 +2 位作者 于浩 张文静 田雨佳 《黑龙江科学》 2024年第6期159-161,共3页
辽宁省海城市地震灾害预评估精细化方法研究基于30弧秒格网数据代替现有以区县一级行政区为基本空间单元的数据统计方式作为预评估基础评估单元,对海城市格网化后,提取有效像元并选取抽样点进行建筑物结构类型实地调研,推算每个像元内... 辽宁省海城市地震灾害预评估精细化方法研究基于30弧秒格网数据代替现有以区县一级行政区为基本空间单元的数据统计方式作为预评估基础评估单元,对海城市格网化后,提取有效像元并选取抽样点进行建筑物结构类型实地调研,推算每个像元内不同建筑物结构类型面积,以此计算人口数量并验证数据准确性。在设定地震下快速高效产出预先模拟的计算结果。结果发现,精细化后的预评估结果更接近地理情况的真实分布现状,可有效识别高风险区并根据优先等级辅助形成更精准的处置建议。 展开更多
关键词 精细化 预评估 建筑物损失 人员伤亡 地震灾害 海城市
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滇西南1976年龙陵M_(S)7.3、M_(S)7.4双强震触发滑坡遥感解译及其构造意义
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作者 李浩峰 徐岳仁 +4 位作者 郭雅丽 刘晗 赵昕雨 陆玲玉 唐嘉诚 《地震地质》 EI CSCD 北大核心 2024年第1期117-140,共24页
深入研究中国滇西南地区发育的龙陵-澜沧新生地震构造带对于合理划分活动地块边界及未来开展强震危险性评价工作具有重要意义。使用高分辨率卫星影像对已发生的双强震震例开展回溯研究是一种可行的技术手段。文中对震前、震后高分辨率Ke... 深入研究中国滇西南地区发育的龙陵-澜沧新生地震构造带对于合理划分活动地块边界及未来开展强震危险性评价工作具有重要意义。使用高分辨率卫星影像对已发生的双强震震例开展回溯研究是一种可行的技术手段。文中对震前、震后高分辨率Keyhole卫星影像进行遥感解译,结合野外验证和前人研究结果,获得了1976年M_(S)7.3、M_(S)7.4龙陵双强震触发滑坡较为完整的数据库。结果显示:1)共解译滑坡14448个,总面积为17.2km^(2),70.9%的滑坡分布在花岗岩质的岩体风化层中,单体滑坡面积集中在数百至1000m^(2)区间,多为表层风化层内的浅层滑坡,滑动距离较小;2)同震滑坡密集区与高烈度区不匹配,其空间分布显示破裂区规模约为30km,且均位于活动断裂的一侧,表明其发震构造并非为龙陵-瑞丽断裂或畹町断裂。滇西南地区共轭强震破裂可能局限了单次强震的空间规模,因此在确认未来强震危险区时应重点关注NE向与NW向构造的交会部位。 展开更多
关键词 滇西南地区 1976年龙陵M_(S)7.3、M_(S)7.4双强震 地震滑坡 Keyhole卫星影像 遥感解译 地震危险性
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Pre-seismic and Co-seismic Crustal Movements of the M 7.3 Kyushu Earthquake on April 16,2016 in Japan 被引量:3
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作者 Gu Guohua Wang Wuxing 《Earthquake Research in China》 CSCD 2017年第4期589-600,共12页
The time series of coordinates of a large number of GPS stations in the world,processed by Prof. Geoffrey Blewitt with GIPSY software are available at http://geodesy. unr. edu.Based on the time series of coordinates i... The time series of coordinates of a large number of GPS stations in the world,processed by Prof. Geoffrey Blewitt with GIPSY software are available at http://geodesy. unr. edu.Based on the time series of coordinates in the global reference frame of IGS08 at more than250 stations of continuous GPS observations,downloaded from the website,the co-seismic displacements of the M7. 3 Kyushu earthquake on April 16,2016 in Japan and the preseismic strain accumulations and displacements in the regional reference frame were obtained. The station of continuous GPS observation at BJFS near Beijing has been quite stable in displacement in the eastern part of China for more than 17 years since the beginning of its operation,and this station is used as the core station in the regional reference frame for the pre-seismic displacement of the Kyushu earthquake of M7. 3. The main feature of the pre-seismic displacements of the Kyushu earthquake is characterized by locking in the crust at and near the epicenter. The anomalous pre-seismic strain accumulation developed in an area of anomalous accumulation of the shear strain component of γ1 on the northeast side of the epicenter,with increasing size of the area and increasing magnitude in γ1. The largest area covered by the anomalous γ1 is about 2000 km2. The change in the E component at BJFS since November 26,2015 was caused by the replacement of the receiver and the antenna at the station. In order to study the shortterm change in displacements at stations at and near the epicenter,the time series at 3 stations with continuous GPS observations,2 at SUWN and DAEJ in south Korea and 1 at BJSH near Beijing were analyzed. The analysis shows that the displacements at the 3 stations have been quite stable in the same manner in east Asia. Thus,BJSH is used as the core station in the regional reference frame of displacement and the displacement time series show that there were no significant short term anomalies before the earthquake. 展开更多
关键词 GPS GNSS co-seismic displacement 2016M7.3 KYUSHU earthquake in JAPAN earthquake precursor earthquake prediction
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Co- and post-seismic slip analysis of the 2017 M_(W)7.3 Sarpol Zahab earthquake using Sentinel-1 data 被引量:1
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作者 Lejun Lu Yu Zhou 《Geodesy and Geodynamics》 CSCD 2022年第2期151-159,共9页
The M_(w)7.3 Sarpol Zahab earthquake that occurred in the Zagros Fold-Thrust Belt(ZFTB) of Iran on November 12,2017 is the largest earthquake instrumentally recorded in the region.This earthquake provides an opportuni... The M_(w)7.3 Sarpol Zahab earthquake that occurred in the Zagros Fold-Thrust Belt(ZFTB) of Iran on November 12,2017 is the largest earthquake instrumentally recorded in the region.This earthquake provides an opportunity to investigate the slip behaviour and frictional properties of the fault,which is significant for assessing future seismic potential.In this study,we use Sentinel-1 images to map the coand post-seismic deformation to invert for the fault slip.The result indicates that most of the coseismic slip is buried in the depth range of 11-17 km,and the maximum slip is about 3.8 m at a depth of 15 km.The coseismic slip induces an increase of Coulomb stress in the unruptured area of the seismogenic fault plane,driving the afterslip.Based on the stress-driven afterslip,we obtain a frictional parameter of(ab)=(0.001-0.002) for the updip afterslip zone and(a-b)=0.0002 for the downdip afterslip zone in the framework of rate-and-state friction.The constitutive parameter(a-b) of the fault is very small,suggesting that the fault segments are close to velocity-neutral and may experience coseismic rupture. 展开更多
关键词 2017 M_(W)7.3 Sarpol Zahab earthquake Sentinel-1 Co-and post-seismic deformation Fault frictional properties
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The source mechanism solution for July 12,1995 earthquake with MS=7.3,on the boundary between China and Myanmar
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作者 马淑田 郝建国 《Acta Seismologica Sinica(English Edition)》 CSCD 1997年第1期129-133,共5页
ThesourcemechanismsolutionforJuly12,1995earthquakewithMS=7.3,ontheboundarybetwenChinaandMyanmarSHUTIANMA1)(马... ThesourcemechanismsolutionforJuly12,1995earthquakewithMS=7.3,ontheboundarybetwenChinaandMyanmarSHUTIANMA1)(马淑田)andJIANGUO... 展开更多
关键词 Myanmar JULY MS=7.3 on China The and BETWEEN BOUNDARY earthquake for
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金州断裂盖州北—鞍山段古地震破裂的新证据
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作者 李安 万波 +2 位作者 王晓先 计昊旻 索锐 《地震地质》 EI CSCD 北大核心 2023年第1期111-126,共16页
1975年海城MS7.3地震是中国第1次成功预报的7级以上破坏型地震,避免了大量人员和财产损失。但在地震后的调查中并没有发现较为连续的地表破裂带,只在零星地点发现了一些地表裂缝和喷砂冒水现象。该地震的等震线表现出较为明显的共轭特征... 1975年海城MS7.3地震是中国第1次成功预报的7级以上破坏型地震,避免了大量人员和财产损失。但在地震后的调查中并没有发现较为连续的地表破裂带,只在零星地点发现了一些地表裂缝和喷砂冒水现象。该地震的等震线表现出较为明显的共轭特征,因此研究者对于海城地震的发震断层一直存在一定争议。文中对与海城河断裂共轭相交的金州断裂盖州北—鞍山段进行了遥感影像解译、微地貌测量和古地震探槽开挖等工作,发现金州断裂自大石桥市沿NE向至鞍山市南,在盆山过渡带的晚更新世和全新世地貌面上存在较为明显的沿NE向展布的断层陡坎。由于人类活动,断层陡坎展布不连续。断层陡坎的高度多为1~2m,最大可达3m;在海城市南葫芦峪村开挖的古地震探槽揭露出盖州北—鞍山段具有宽约20m的基岩破碎带,晚更新世晚期—全新世以来(距今(37.6±2.2)ka)至少发生过2次古地震事件。较新的一次地震发生于全新世(距今(11.7±0.8)ka以后,很可能为距今400~500a)。由于全新世地层太薄所限,无法识别出更多全新世古地震,但可以判断金州断裂盖州北—鞍山段为晚更新世晚期—全新世活动断裂。 展开更多
关键词 金州断裂 古地震 断层陡坎 海城地震
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震源机制解谱聚类方法的研究及应用 被引量:2
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作者 林庆西 姜喜姣 《中国地震》 北大核心 2023年第1期64-77,共14页
多参数、多维度的震源机制解很难通过直观观察或简单的对比分析来进行有效的类型划分.谱聚类是一种基于谱图理论的聚类方法,对震源机制解这类非线性可分数据具有良好的划分效果.本文尝试使用该方法对震源机制解进行聚类分析,采用最小旋... 多参数、多维度的震源机制解很难通过直观观察或简单的对比分析来进行有效的类型划分.谱聚类是一种基于谱图理论的聚类方法,对震源机制解这类非线性可分数据具有良好的划分效果.本文尝试使用该方法对震源机制解进行聚类分析,采用最小旋转角为相似度矩阵,利用规范割集准则(Ncut)完成类型判别,以间隔统计量法(Gap statistic)确定聚类数的最优解,从而对海量的震源机制解数据进行快速准确的类型划分.本文不仅通过一组随机样本数据集验证了这种方法的可行性和可靠性,还分别以海城M_(S)7.3地震序列和川滇及周边地区的震源机制解集作为研究对象,验证了此方法的实用性.结果表明,该方法合理细分了区域内的震源机制解类型,不同类型解之间的差异性主要体现在受不同的区域构造背景控制,有利于区域地震活动性的研究.总体上看,基于震源机制解的谱聚类方法是区分震源机制解类型较为有效的方法,具有一定的实用价值. 展开更多
关键词 震源机制解 谱聚类 间隔统计量法 海城M_(S)7.3地震序列 川滇及周边地区
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2008年于田M_S 7.3地震地表破裂带特征及其构造属性讨论 被引量:88
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作者 徐锡伟 谭锡斌 +4 位作者 吴国栋 陈建波 沈军 方伟 宋和平 《地震地质》 EI CSCD 北大核心 2011年第2期462-471,共10页
新疆于田MS7.3地震发生在西昆仑块体与昆仑-柴达木-祁连块体之间的阿尔金断裂西南端NE向张剪切段邻近区域,也是阿尔金断裂、康西瓦断裂和昆仑断裂带西端玛尔盖茶卡断裂等交会部位,对理解青藏高原的变形及其动力学演化过程具有十分重要... 新疆于田MS7.3地震发生在西昆仑块体与昆仑-柴达木-祁连块体之间的阿尔金断裂西南端NE向张剪切段邻近区域,也是阿尔金断裂、康西瓦断裂和昆仑断裂带西端玛尔盖茶卡断裂等交会部位,对理解青藏高原的变形及其动力学演化过程具有十分重要的作用。高分辨率卫星影像解译和野外考察表明,于田地震在阿什库勒火山群南部玉龙喀什河源头近SN向雪山西麓断裂上形成了由不同走向、不同滑动性质的地表破裂组合而成的地震地表破裂带,整体呈NS—NNE向展布,全长约31km。在地表破裂带测量到的最大左旋走滑位移1.8m,最大垂直位移约2.0m,发震断层应归属到阿尔金断裂西南尾端的张性区构造,符合昆仑-柴达木-祁连块体与西昆仑块体向东滑移在其与西昆仑块体之间的张剪切边界力学性质,显示出昆仑-柴达木-祁连块体存在向东滑移的现象。 展开更多
关键词 于田ms7.3地震 地震地表破裂带 同震位移 康西瓦断裂 阿尔金断裂
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岫岩-海城Ms5.4地震序列震源机制解 被引量:20
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作者 张萍 谷光峪 高艳玲 《地震》 CSCD 北大核心 2001年第1期98-102,共5页
应用 P波初动符号资料 ,求解得到了岫岩 -海城 5.4级地震前、主、余震 2 0个 ML ≥ 4.0的震源机制解。分析表明 ,该地区的主压应力轴 (P)大多为 NEE- SWW向 ,主张应力轴 (T)大多为 NNW- SSE向 ,P、T轴仰角基本上小于 30°,表明力轴... 应用 P波初动符号资料 ,求解得到了岫岩 -海城 5.4级地震前、主、余震 2 0个 ML ≥ 4.0的震源机制解。分析表明 ,该地区的主压应力轴 (P)大多为 NEE- SWW向 ,主张应力轴 (T)大多为 NNW- SSE向 ,P、T轴仰角基本上小于 30°,表明力轴以水平者最多。N轴大多较陡。A、B节面的走向分别为 NWW向和 NNE向。岫岩 -海城地震主要为走滑断层类型。余震震源机制解绝大多数与主震相近 ,结果比较稳定 。 展开更多
关键词 地震序列 震源机制 震源应力场 岫岩-海城地震 余震 主震 震前
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渤海及邻区3次7级以上地震的深部构造背景 被引量:17
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作者 赖晓玲 李松林 孙译 《大地测量与地球动力学》 CSCD 北大核心 2007年第1期31-33,54,共4页
对人工地震剖面结果进行综合分析和插值处理,得到了渤海及邻近区域的地壳厚度图,并结合其他地球物理结果,对1969年至1976年在渤海及邻区发生的3次7级以上大地震的深部构造背景提出了一些初步看法:渤海地区为一上地幔隆起中心,最薄处地... 对人工地震剖面结果进行综合分析和插值处理,得到了渤海及邻近区域的地壳厚度图,并结合其他地球物理结果,对1969年至1976年在渤海及邻区发生的3次7级以上大地震的深部构造背景提出了一些初步看法:渤海地区为一上地幔隆起中心,最薄处地壳厚度只有28km;同时,该地区也是高热流值中心、地壳垂直形变中心和居里面上隆中心;隆起区为一北北东向条带,与郯庐断裂位置相吻合;渤海、海城和唐山3个大地震均发生于该隆起区的边缘,可能与上地幔隆起作用所引起的应力场和热异常活动所引起的热应力场有关。 展开更多
关键词 海城地震 唐山地震 渤海地震 大震的深部构造背景 上地幔隆起
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海城地震地区地壳三维结构特征 被引量:6
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作者 李荣安 徐平 +1 位作者 焦明若 王小风 《地震地质》 EI CSCD 北大核心 1997年第1期9-13,共5页
用一种新的地震波速图象研究方法和计算程序,处理了辽宁省地震台网观测资料,反演得到海城地震地区及其周围地壳三维速度结构,再次证实海城震区东西两侧的地壳结构有明显差异。
关键词 地震成象 地壳结构 海城地震区 地震 震源
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基于Android平台的灾情速报系统在于田7.3级地震中的应用 被引量:9
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作者 刘军 宋立军 +3 位作者 兰陵 陈述新 李亚芳 古丽孜帕 《震灾防御技术》 CSCD 2014年第4期915-920,共6页
本文介绍了2014年2月12日新疆于田7.3级地震的背景及当前灾情获取的主要途径,分析了Android平台的灾情速报系统的架构与设计,以及客户端各个模块的功能和服务器端的业务处理流程,并对灾情报送、存储上传及获取的实现方法进行了阐述,同... 本文介绍了2014年2月12日新疆于田7.3级地震的背景及当前灾情获取的主要途径,分析了Android平台的灾情速报系统的架构与设计,以及客户端各个模块的功能和服务器端的业务处理流程,并对灾情报送、存储上传及获取的实现方法进行了阐述,同时将该系统成功地应用在于田7.3级地震的灾情快速报送和获取中。实践表明,本文设计的基于Android平台的灾情速报系统具有良好的实用价值。 展开更多
关键词 于田7.3级地震 ANDROID 地震应急 灾情速报 手机终端
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