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101.
断层垂直形变对强远震的响应   总被引:1,自引:0,他引:1       下载免费PDF全文
利用新型断层形变三维观测系统的垂直向观测结果, 研究了两年以来7.0级以上强远震在非发震断层上的同震响应特征. 结果表明,非发震断层体垂直向同震形变的延迟时间、 同震位移最大振幅、 振动持续时间等特征与地震震级、震中距等之间存在密切联系. 断层体垂直向同震形变延迟时间与震中距线性正相关,发生地震同震形变的响应速度约为5.5km/s,反映了在上层花岗岩地层中面波的传播速度;同震位移最大振幅和震中距的对数、 震级之间具有明显线性关系,震级越大,同震位移的最大振幅越大;地震震级是断层体垂直同震形变振动持续时间的主要影响因素,震级越大,同震形变振动持续时间越长. 根据断层仪观测数据推算得到的断层体垂直向同震形变延迟时间、同震位移最大振幅、振动持续时间的经验计算公式,对于地震同震形变研究具有一定意义.   相似文献   
102.
Many tens of severe earthquake damage patterns were revealed at the ancient city of Ayla. The seismic deformation patterns are of various types, including systematic tilting of walls, systematic shifting and rotation of wall fragments and individual stones, arch deformations and joints crossing two or more stones. Features of later repair, supporting walls and secondary use of building stones suggest that the damage patterns can be explained by two historical devastating earthquakes: (I) revealed in the constructions built during the late Rashidun period (644–656 A.D.); (II) revealed in the structures restored and/or built during the Fatimid period (1050–1116 A.D.). The maximum observed intensity of both earthquakes at the studied site was not less than IX (EMS98 scale). The sources of the seismic events were probably the Dead Sea Transform and Wadi Araba Faults that cross the site obliquely. The last 1995 Nuweiba earthquake with maximum observed intensity VIII has also left its clear traces in the excavated ancient Ayla buildings. The severity of the destruction was significantly increased because of site effects.  相似文献   
103.
INTRODUCTIONDigital seismological observation in China has had a significant development in recent years,especiallysince the last five years(Liu Ruifeng,et al.,2003).For further development,it isnecessarytoassessthe monitoringcapabilityof the existingseismological network.One of theimportantassessments is the estimation of regionalizedlocation accuracy.Upto present,several approaches have been proposed to assess the location accuracy,such asthe groundtruth event approach(e.g.,Lienert,199…  相似文献   
104.
用P、S波最大振幅比法计算1997~1998年伽师强震群MS2.5~3.7小地震震源机制解,对小地震震源机制解进行系统聚类分析。结果表明,伽师小地震主要以走滑和正断层为主,与该时段发生的伽师6级强震具有相似的断错性质。1997年伽师小地震主压应力P轴方位为北东或近南北向,与1997~1998年6级强震主压应力P轴方位一致。1997年4月6日6.4级和1998年8月2日6.1级两次6级正断层地震前出现地震空段现象。  相似文献   
105.
综合目前各地震成因假说而提出了地震立体网络多因复成学说,该学说包括两个基本点:地震时空分布具有立体网络性;地震是显、隐性立体网络力能结构上的一个纽结。显性网络力能主要是以应力形式作用的力能,主要来源于地球自身的运转、地壳整体收缩和地幔活动因素,表现为局部性挤压和拉伸,结果往往形成断裂、断裂带、系或其他地球物理薄弱地带。隐性网络力能主要是以连续性(区域)场和瞬间冲击、扰动形式作用的力能,主要来源于太阳、月亮及太阳系各行星因素以及宇宙膨胀复原力能、宇宙高能粒子流或慧星与地球相遇引发的流星雨,表现为区域性引拉和斥推,以及瞬间冲击力、干扰力。隐性网络力对蕴震体物质和能量进行“加载”或“卸载”,结果是广泛沟通蕴震体内部及与外部的联系、调节控制蕴震体振动方式和运动方式及其能量积累和释放、促进或诱发蕴震体发震。显、隐性网络力能叠加于蕴震体,当蕴震体自由振动被叠加振动剧烈加强即蕴震体发生共振时,引起蕴震体加速运动而处于临界态,出现降维、减熵的有序特征,在临界态蕴震体受瞬间冲击或扰动,或者与环境出现解耦,而出现突变、混沌、发生地震。基于地震立体网络多因复成学说认识提出了DZW333预测模式,预测模式包括地震成因物理模型、典型地震发生机制和地震三级预测程序3部分主要内容。DZW即地震网络学说,333即由3类显性物质单元组成,即发震地壳体、球内地幔活动体、球外天体;由3部分力能因素组成,即地壳体自动力能、地幔热压体浮沉力能、星际引斥扰动力能;有3级预测程序,即时空网络预测、形态特征预测、精确信息预测。前两级预测也属于以研究对象中的共性为基础的统计预测,应确定概率值。后一级的信息预测则是以研究对象中的特性为基础的确定性预测,不涉及概率。以唐山大地震为例作了解析。  相似文献   
106.
A method for the determination of consistent local magnitude M L values (Richter scale, or M WA) for earthquakes with epicentral distances ranging from 10 km through 1000 km is demonstrated. The raw data consists of nearly 1300 amplitude readings from a network of six digital seismographs in Baden–Württemberg (Southwestern Germany) during 26 months starting in 1995, later extended by another 1000 amplitude readings until 1999. Relying on most of the basics introduced by C.F. Richter a three-parameter attenuation curve (distance correction, magnitude-distance relation) for Baden–Württemberg and adjacent areas is presented. Station corrections are evaluated and the attenuation curve is calibrated with respect to other agencies for distances greater than 650 km. Reasonable parametrisations are discussed and meaningful error bars are attributed. Finally, a seventh station is incorporated by means of its station correction alone, without needing to update the attenuation curve.  相似文献   
107.
Gravity walls retaining dry soil are modeled as a system of two bodies: (a) the gravity wall that slides along the wall-foundation soil boundary and (b) the critical soil wedge in the soil behind the wall. The strength of the system is defined by both the frictional and the cohesional components of resistance. The angle of the prism of the critical soil wedge behind the wall is obtained using the limit equilibrium method. The model accounts for changes in the geometry of the backfill soil behind the wall by considering the displacements at the end of each time step under limit equilibrium. The model shows that the standard (single) block model is over-conservative for the extreme case of critical-to-applied-seismic acceleration ratios less than about 0.30, but works well for cases where this ratio ranges between 0.5 and 0.8. The model is applied to predict the seismic displacement of gravity walls (a) tested in the shaking-table and (b) studied numerically by elaborate elasto–plastic analyses.  相似文献   
108.
109.
Great earthquakes of variable magnitude at the Cascadia subduction zone   总被引:1,自引:0,他引:1  
Comparison of histories of great earthquakes and accompanying tsunamis at eight coastal sites suggests plate-boundary ruptures of varying length, implying great earthquakes of variable magnitude at the Cascadia subduction zone. Inference of rupture length relies on degree of overlap on radiocarbon age ranges for earthquakes and tsunamis, and relative amounts of coseismic subsidence and heights of tsunamis. Written records of a tsunami in Japan provide the most conclusive evidence for rupture of much of the plate boundary during the earthquake of 26 January 1700. Cascadia stratigraphic evidence dating from about 1600 cal yr B.P., similar to that for the 1700 earthquake, implies a similarly long rupture with substantial subsidence and a high tsunami. Correlations are consistent with other long ruptures about 1350 cal yr B.P., 2500 cal yr B.P., 3400 cal yr B.P., 3800 cal yr B.P., 4400 cal yr B.P., and 4900 cal yr B.P. A rupture about 700-1100 cal yr B.P. was limited to the northern and central parts of the subduction zone, and a northern rupture about 2900 cal yr B.P. may have been similarly limited. Times of probable short ruptures in southern Cascadia include about 1100 cal yr B.P., 1700 cal yr B.P., 3200 cal yr B.P., 4200 cal yr B.P., 4600 cal yr B.P., and 4700 cal yr B.P. Rupture patterns suggest that the plate boundary in northern Cascadia usually breaks in long ruptures during the greatest earthquakes. Ruptures in southernmost Cascadia vary in length and recurrence intervals more than ruptures in northern Cascadia.  相似文献   
110.
The high activity level of Hybrid Events (HE) detected beneath the Cayambe volcano since 1989 has been more thoroughly investigated with data from a temporary array. The unusual HE spectral content allows separating a high-frequency signal riding on a low-frequency one, with a probable single source. HEs are interpreted as high frequency VT events, produced by the interaction between magmatic heat and an underground water system fed by thaw water from the summital glacier, which trigger simultaneous low-frequency fluid resonance in the highly fractured adjacent medium. Pure VTs are interpreted as ‘aborted’ HEs occurring probably in the oldest and coldest part of the volcano complex. To cite this article: B. Guillier, J.-L. Chatelain, C. R. Geoscience 338 (2006).  相似文献   
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