元代及其前历史强震目录增补与讨论（续）   总被引：4，自引：0，他引：4  

刘昌森  章振铨 《中国地震》1998,14(3):15-25

在综合处理元代及其前地震震后救灾,减灾措施及社会影响的基础上,通过对比研究,对缺乏震害描述的地震进行了参数厘定,并对部分疑难地震进行了讨论,弥补了这一时期研究的不足。  相似文献   

中国地震速报台网走时残差分析与走时修正   总被引：4，自引：0，他引：4  

薛峰  赵永 《地震地磁观测与研究》1998,19(4):48-54

使用了３０个速报台站的观测数据,计算了１００多个中国境内外的地震事件初至波走时残差。在此基础上分析各台所记录的所有地震事件的残差随方位角和震中距的分布,及产生这些残差的地球深部非流体静力平衡状态和地球表面构造等方面的原因,并给出了不同区域地震走时的平均校正值,从而提高了地震定位精度。  相似文献   

黄海地区地震活动分析   总被引：1，自引：0，他引：1  

韩守琪 《地震地磁观测与研究》1998,19(5):38-42

通过对黄海地区与华北第四活动期地震活动的对比分析,认为黄海地区地震活动有其自身的活动规律。在不同时段震场不同,主体活动地区不同。目前５级以上地震的主要危险区在３５°Ｎ线以南、中北黄海地区。  相似文献   

江苏-南黄海地区未来地震形势的统计分析     

门可佩  曾卫 《高原地震》1998,(3)

根据１５００年以来的地震资料,应用数理统计、灰色预测、干支６０周期分析等多种方法,对江苏—南黄海地区未来３～５年地震形势进行分析和预测,结果表明：该区目前处于本世纪第２活跃幕中后期,未来几年内依然存在５～６级地震的危险性,至２０００年７月,累积发震概率将达到０．７～０．８,１９９９—２０００年、２００２—２００３年均有可能发生５级以上中强地震。  相似文献   

包头6.4级地震前后地下水位固体潮加卸载响应比的变化     

张昭栋  刘庆国  魏焕  耿杰  王忠民 《高原地震》1998,(4)

将加卸载响应比的理论和方法引入到地下水位潮汐资料计算中来,从岩石的应变与应力的非线性响应分析了井水位固体潮加卸载响应比的物理机理,从理论上论证可以应用地下水位观测资料来计算加卸载响应比,并研究出利用地下水位对固体潮响应来计算加卸载响应比的方法。经此方法计算了河北省万全、昌黎和河间３口水井多年的Ｂ井水位的固体潮加卸载响应比,分析了１９９６年包头６．４级地震前后地下水位固体潮加卸载响应比的变化特征。  相似文献   

自然类比法对张北──尚义6.2级地震序列类型和震后趋势早期判断实例     

焦远碧 《高原地震》1998,(1)

用自然类比法对1998年1月10日张北─尚义6．2级地震序列类型和震后趋势进行了早期判断,找出了与之最相似的四个序列是1976年9月23日巴音木仁6．2级地震（S17）、1996年5月3日包头6．4级地震（558）、1985年4月18日禄劝6．3级地震（S34）和1984年5月21日南黄海6．0级地震（S33）。由此判断张北地震序列为主震余震型,推算最大余震震级应在4．3～4．7之间,一个月内4级以上余震数可能在11～22次之间。实测结果张北地震最大余震震级4．6,一个月内4级以上余震数18次,均在预测范围内。  相似文献   

Relocation of shallow earthquakes in southern Alaska using Joint Hypocenter Determination method     

Natalia A. Ratchkovsky  Jose Pujol  Niren N. Biswas 《Journal of Seismology》1998,2(1):87-102

A subset of 2660 shallow earthquakes (0–50 km) that occurred from 1988 to 1996 in south central Alaska between 155°W and 145°W and 59°N and 63°N was relocated using the joint hypocenter determination (JHD) method. Both P- and S-wave observations recorded by the regional seismic network were used. Events were relocated in twenty different groups based on their geographic location and depth using two velocity models. As a result of the relocation, the majority of the hypocenters shifted downward, while the epicenter locations did not change significantly. The distribution of the shallow subduction zone earthquakes indicates the existence of two seismically independent blocks, with one block occupying the northeastern part and the other occupying the central and western parts of the study area. The boundary between the blocks is marked by a 15 to 20 km wide seismicity gap to the southeast of 149.5°W and 62°N. The analysis of the fault plane solutions for shallow subduction zone earthquakes shows that an overwhelming majority of the solutions represent normal, oblique-normal or strike-slip faulting with predominant WNW-ESE orientation of T-axes. This indicates a down-dip extensional regime for the subducting slab at shallow depths. Very few earthquakes yielded fault plane solutions consistent with thrusting on a contact zone between the overriding and subducting plates. This result may be an indication that currently either the strain energy is not released at the contact zone or it is associated with aseismic motion.  相似文献   

新疆阿图什市近场区地震构造评价   总被引：7，自引：0，他引：7  

栾超群  柏美祥  向志勇 《新疆地质》1998,(1)

在新疆阿图什市近场 2 5km范围内鉴别出全新世活断裂 1条 ,全新世活褶皱 5个。托特拱拜孜—阿尔帕雷克断裂在全新世时期曾有两次显示断错活动 ,累积铅直断距 170 cm,最新断错活动的 TL时间在 ( 8.6± 0 .0 3) Ka BP以内。该断裂历史上曾发生过 190 2年 8月 2 3日阿图什 8.2 5级地震 ,近期又发生了 1996年 3月 19日阿图什 6.9级地震 ,是一条地震断裂构造。由托特拱拜孜—阿尔帕雷克断裂与塔什皮萨克—阔诺勒果背斜褶皱构成的地震构造带所形成的潜在震源区距阿图什市工程场地以北 13km,其发生最大潜在地震的能力按 8.5级考虑 ,由全新世活褶皱构成的喀什—阿图什地震构造带所形成的潜在震源区的震级上限按 6.0级考虑  相似文献   

Remarkable response amplification of building frames due to resonance with the surface ground     

Izuru Takewaki 《Soil Dynamics and Earthquake Engineering》1998,17(4):211-218

Seismic response of a building structure is influenced greatly by soil-structure interaction. This fact has been demonstrated in the past earthquakes. It is shown that tuning of the natural period of a building structure with that of a surface ground causes remarkable response amplification of the building structure. Introduction of an overall system as a building-pile-soil system is inevitable to investigate such a tuning effect. It is demonstrated to be essential to define a design earthquake at a bedrock level in order to guarantee the structural safety of building structures under seismic disturbances. Comparison of the response due to input of double the upward-propagating wave (an outcropping motion) into the bedrock without any viscous boundary with that due to input of an within motion into the bedrock without any viscous boundary is also shown in order to investigate the effect of input motions on the response of the superstructure.  相似文献   

Damage distribution during the 1994 Northridge, California, earthquake relative to generalized categories of surficial geology     

M.D. Trifunac  M.I. Todorovska 《Soil Dynamics and Earthquake Engineering》1998,17(4):239-253

The spatial distributions of severely damaged buildings (red-tagged) and of breaks in the water distribution system following the 1994 Northridge, California, earthquake (M_L = 6·4) are investigated relative to the local characteristics of surficial geology. The pipe breaks are used as an indicator of nonlinear soil response, and the red-tagged buildings as indicator of severe shaking. The surficial geology is described by several generalized categories based on age, textural character and thickness of the near surface layer. Two regions are studied: the San Fernando Valley and Los Angeles-Santa Monica. The analysis shows that there is no simple correlation between damage patterns and surficial geology. Single family wood-frame buildings were damaged less when built on fine silt and clay (0–3 m thick) from the late Holocene.  相似文献