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1.
地震破裂区是地震时沿发震断裂带的同震错动面或破裂面在地表的垂直投影区域,指示了震源断层/破裂的位置与尺度。确定过去长期的强震/大地震破裂区是鉴别地震空区、研究与预测强震危险性的重要基础。对于现代强震,破裂区可运用多种现代技术方法确定,但对于历史强震,破裂区确定的方法需要探索与发展。以华北地区为例,研究利用烈度/等震线资料、结合地震构造与震区地表地质环境等信息确定历史强震破裂区的方法,并开展应用试验。结果表明:研究区现代地震破裂区延伸的烈度区间与极震区烈度、震区环境之间存在密切关系,基于这种关系建立了2条经验准则,可分别用于根据烈度分布确定华北2类震区环境(基岩区和厚层第四纪松散堆积覆盖区)历史强震破裂区的位置与延伸。文中还提出通过综合地震构造、现代小震/余震分布等信息,辅助确定历史强震破裂区横向宽度的思路与途径。作为应用试验,文中确定了5次历史地震的破裂区,结果表明本文发展的经验准则及相应方法适用于华北地区历史强震破裂区的确定。 相似文献
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Gordon Woo 《Bulletin of Earthquake Engineering》2014,12(1):127-134
The study of historical earthquakes itself has an interesting history, and Nick Ambraseys figures highly in it. This historiographic tribute relates the pivotal role that he played in the development of the British and Scandinavian Earthquake Archives. Maintaining his academic distance from direct hazard consulting, he nevertheless exerted a significant influence on the scientific conduct of hazard analyses. From the collection of instrumental and macroseismic data to the assignment of magnitudes, the modus operandi which he recommended was followed in pioneering seismic hazard studies in Britain, the North Sea and Norway, during the 1980s. Because of the confidentiality of seismic hazard reports produced for the UK nuclear industry, there is little record in the open seismological literature of the contribution of Nick Ambraseys. As a civil engineer, he had an exceptional interest in the earthquake evidence that could be gleaned from historical documents. An illustrative reference is given to the discovery of fresh evidence from an Aegean earthquake that shows how even the most knowledgeable of earthquake historians can be surprised. 相似文献
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Kevin McCue 《Bulletin of Earthquake Engineering》2014,12(1):111-125
Through his students, Professor Nick Ambraseys has had a strong impact on the introduction of earthquake engineering practices in Australia, including historical earthquake studies, strong motion instrumentation and analysis, foundation studies including liquefaction, and building code formulation. In Australia the process of upgrading the third and current edition of the earthquake code and hazard map has begun. There are now about 150 digital strong motion recorders installed in cities, on major structures and at Australian National Seismograph Network sites. Three volumes of an isoseismal atlas have been published totalling more than 300 maps, mainly historical earthquakes. Significant progress has been made in paleoseismological studies across the continent, adding to the complexity of the intraplate seismicity model. With time and more installed accelerographs, the peak ground acceleration recorded in Australia has increased from .25 g in 1984 to .5 g in 1988 and 1 g in 1994, all from earthquakes smaller than magnitude 5, supporting Ambraseys contention that PGA alone is not a suitable parameter for a design ground motion. 相似文献
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Ground motion prediction equations (GMPE) in terms of macroseismic intensity are a prerequisite for intensity-based shake
maps and seismic hazard assessment and have the advantage of direct relation to earthquake damage and good data availability
also for historical events. In this study, we derive GMPE for macroseismic intensity for the Campania region in southern Italy.
This region is highly exposed to the seismic hazard related to the high seismicity with moderate- to large-magnitude earthquakes
in the Appenninic belt. The relations are based on physical considerations and are easy to implement for the user. The uncertainties
in earthquake source parameters are accounted for through a Monte Carlo approach and results are compared to those obtained
through a standard regression scheme. One relation takes into account the finite dimensions of the fault plane and describes
the site intensity as a function of Joyner–Boore distance. Additionally, a relation describing the intensity as a function
of epicentral distance is derived for implementation in cases where the dimensions of the fault plane are unknown. The relations
are based on an extensive dataset of macroseismic intensities for large earthquakes in the Campania region and are valid in
the magnitude range M
w = 6.3–7.0 for shallow crustal earthquakes. Results indicate that the uncertainties in earthquake source parameters are negligible
in comparison to the spread in the intensity data. The GMPE provide a good overall fit to historical earthquakes in the region
and can provide the intensities for a future earthquake within 1 intensity unit. 相似文献
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山西洪洞、临汾历史大震区现今地震的重新定位 总被引：6，自引：2，他引：6
利用临汾地区无线传输地震台网资料，对1303年洪洞（M＝8）、1695年临汾（M＝73／4）两次特大地震所在区域1987年－1999年发生的1670次中、小地震进行了重新定位。结果表明，重新定位后震源深度的测定情况比原有结果有很大改善，定位精度明显提高。两次历史大震所在区域中现今地震的密集区，与两次大震各自的高烈度区长轴方向、形状和大小相吻合，反映了历史大震震源断层对现今小震活动的约束作用。小震震源深度的分布情况表明，两次历史大震的震源断层可能都比较浅。重新定位结果为利用现今小震的群体特征研究历史大震的震源断层提供了良好的基础资料。 相似文献
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合理地确定场地的历史地震影响烈度，是工程场地地震安全性评价工作中的重要一环。本文以广东南澳跨海大桥场址为例，论述了历史地震影响烈度分析的要点。首先对南澳附近１９１８年７．３级地震的震中位置及对桥址的影响烈度进行了确认；其次对选择合适的区域地震烈度衰减关系进行了分析比较，并建立了合理的桥址影响烈度目录；最后应用极值统计分析方法，得到不同平均重现期所对应的烈度值，为大桥的抗震设计提供了设防依据。 相似文献
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本文基于地震烈度数据点,用椭圆参数方程对烈度点空间分布进行最小二乘拟合,得到各烈度区椭圆烈度估计线,然后对烈度估计线进行统计回归,得到一组适用于青、甘、川、滇4省中强地震的椭圆烈度分布模型I=f（M,R）.基于所建烈度分布模型,联立考虑中心点和方向性的椭圆数学方程,代入全部烈度数据点估算地震震级和宏观震中.本文的试算震例表明了此方法的可行性,并进行了不确定性分析.利用该方法对明清时期4次烈度点较少的中强历史地震参数进行了估算,所得结果表明了此方法对历史地震有效. 相似文献
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福建省历史强震目录的复核与评述 总被引：4，自引：1，他引：3
１９９５年出版的《中国历史强震目录》对１９８８年出版的《中国地震简目》所收录的福建历史强震目录作了全面的修订。增、删、改地震１６次,占原目录同一时段地震数的６１．５％。本文通过核查,分析地震史料,利用中国东部烈度衰减规律,参考现今闽台地震的实际烈度资料,并考虑台湾强震波及影响,对历史强震参数变动较大的１１次地震进行了复核与评述,认为其大部分地震参数的变动是需要商榷的。为此,对所增、删、改的地震分别 相似文献
12.
Recent earthquakes such as the Haiti earthquake of 12 January 2010 and the Qinghai earthquake on 14 April 2010 have highlighted the importance of rapid estimation of casualties after the event for humanitarian response. Both of these events resulted in surprisingly high death tolls, casualties and survivors made homeless. In the Mw = 7.0 Haiti earthquake, over 200,000 people perished with more than 300,000 reported injuries and 2 million made homeless. The Mw = 6.9 earthquake in Qinghai resulted in over 2,000 deaths with a further 11,000 people with serious or moderate injuries and 100,000 people have been left homeless in this mountainous region of China. In such events relief efforts can be significantly benefitted by the availability of rapid estimation and mapping of expected casualties. This paper contributes to ongoing global efforts to estimate probable earthquake casualties very rapidly after an earthquake has taken place. The analysis uses the assembled empirical damage and casualty data in the Cambridge Earthquake Impacts Database (CEQID) and explores data by event and across events to test the relationships of building and fatality distributions to the main explanatory variables of building type, building damage level and earthquake intensity. The prototype global casualty estimation model described here uses a semi-empirical approach that estimates damage rates for different classes of buildings present in the local building stock, and then relates fatality rates to the damage rates of each class of buildings. This approach accounts for the effect of the very different types of buildings (by climatic zone, urban or rural location, culture, income level etc), on casualties. The resulting casualty parameters were tested against the overall casualty data from several historical earthquakes in CEQID; a reasonable fit was found. 相似文献
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（一） 引言中国是一个地震较多的国家,历史上从很早以来就有关于地震的记载。据吕氏春秋制乐篇记“周文王立国八年（公元前1189年）岁六月,文王寝疾五日,而地动东西南北,不出国郊”。这是我国历史上最早一次的地震记载。根据“中国地震资料年表”所 相似文献
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利用地震烈度资料定量估算历史地震震中区域和震级的方法是由Bakun和Wentworth于1997年首先提出的．该方法定量程度高,对烈度数据较少或发生在近海的历史地震的定位和震级估算尤为有效．按照Baku和Wentworth给出的思路,笔者尝试了对我国华北地区的历史和近代地震的震中和震级进行初步分析．首先,选取20世纪以来发生在该地区的10次有仪器记录的地震（5.3le;MSle;7.8）,对该地区的烈度-震级-震中距衰减关系进行标定并给出了烈度衰减模型,表明华北地区烈度随震中距增大而衰减的速率明显小于美国加州地区（约50%）．在此衰减模型的基础上,提出了确定震级和震中区域的网格搜索试算方法（GSTSL）,并给出了适用于华北地区的圈定震中区域和烈度震级的等值线置信值．最后,讨论了计算震中区域等值线时所引进的权因子Wi及其中参数b对震中区域等值线圈闭性的影响．利用该方法,对发生在1668年莒县——郯城地震,1679年三河——平谷地震,以及1966年隆尧地震和1969年渤海地震进行了分析．需要指出的是,该方法也可推广应用于我国其它历史地震资料丰富的地区． 相似文献
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Intensity attenuation is relatively little studied compared with the attenuation of peak ground acceleration, due to the fact that the PGA can be used for engineering design, while intensity cannot. However, intensity has other uses, including the estimation of effects (including damage) of future earthquakes, and hence, at least in a general way, the study of earthquake risk. Knowledge of intensity attenuation is also useful in calibrating hazard models against historical experience. In this study, the attenuation of intensity in the U.K. is thoroughly evaluated from a data set comprising 727 isoseismals from 326 British earthquakes, including both modern and historical events. Best results are obtained by restricting the data set to events contributing at least two isoseismals. The preferred equation is
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$
I = 3.31 + 1.28{\rm ML} - 1.22\ln\!R
$
I = 3.31 + 1.28{\rm ML} - 1.22\ln\!R
相似文献
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Introduction With rapid development of national economy, urbanization has been speeded up in China, and several city groups or city belts with extra-large cities as their centers have been formed. For example, Pearl River Delta urbanized area surrounds Guangzhou City, Shenzhen City, Zhuhai City; Yangtze River Delta urbanized area surrounds Shanghai City, Suzhou City, Wuxi City, Nanjing City, Hangzhou City; Beijing-Tianjin-Tangshan urbanized area surrounds Beijing City, Tianjin City… 相似文献
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华南地区地震烈度衰减模型的建立 总被引：1，自引：0，他引：1
利用20世纪华南地区的48次中强地震事件的96条等震线数据,拟合了该地区地震烈度衰减关系。与以往的地震烈度衰减关系相比,在计算中强地震烈度时,精度上得到了相应的提高。充分反映了华南地区地震震级小,烈度相对高的特点。 相似文献
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IntroductionThe downfaulted system around Ordos block is a typical area in China, in which active normal dip-slip or strike-slip faults with normal dip-slip faults developed, and is also an area in which historical strong earthquakes actively occurred. According to historical records, there were ten strong earthquakes with M(7 occurred during past 1 500 years, including 4 M=8 earthquakes. Study on these historical large earthquakes in the area will be helpful to recognize segmentation charac… 相似文献
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The housing loss assessment of rural villages caused by earthquake disaster in Yunnan Province 总被引：1，自引：0，他引：1
Introduction In accordance with the systematical theory of natural disaster, the intensity of disaster-causing factor and the frangibility of the disaster-bearing body decide the disaster degree (SHI, 1991, 2002). The building facilities is the uppermost disaster-bearing body in the earthquake disaster system, as the population and fortune in the city are concentrated, the density of the housings is large, the antiseismic and disaster reduction of the city have always been an important aspect… 相似文献
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