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The year 2017 marks the 350th anniversary of the great 6 April 1667 Dubrovnik earthquake that caused extensive damage in a wide area around this old Dalmatian town (today in Croatia). This article presents the effects of the 1667 earthquake and examines the first few weeks following the catastrophe. Macroseismic data are reanalysed, for the first time available data are collected of the damage on the territory of Bosnia and Herzegovina (the territory which was in the 17th century under the Ottoman reign) and a new map of macroseismic intensities is presented. This map is in good agreement with the macroseismic field modelled using the SAF (Strong Attenuation at Fault Zones) model. We highlight some problems in the collection of macroseismic information, which are mainly a consequence of the complex political situation in the areas affected by the earthquake. The 1667 earthquake heavily impacted Dubrovnik and the Dalmatian coast. This event is thought to be the biggest one in the history of Dalmatia and practically defines seismic hazard in the coastal area of Croatia. For this reason, the main goals in this article are the improvement of the epicenter location and the determination of the moment magnitude. 相似文献
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继海震５．６级地震以后,于２０００年元月１２日灾海城、岫岩交界处发生了５．１级地震,震中烈度为ＶＩＩ度。本文就这次地震的特点和震灾损失作了阐述,这次地震所造成的损失为２６５１．８４万元。 相似文献
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This paper overviews the procedures and tools used for a systematic study of the macroseismic consequences caused by a strong earthquake that struck Southern Italy. The event referred to the 23 November 1980 (Io = X MCS, Ms = 6.9) which affected the Campania and Basilicata regions. Two aspects are addressed here: to broaden the knowledge of the macroseismic field and delineate damage maps of the sites affected on an urban scale. The target area of this study is the Basilicata region about which the current macroseismic information is poor. This research study, based only on unpublished documentary sources, supplies about 50 new assessments and about 30 new re-assessments of the macroseismic site intensity (MCS scale) as outputs. Moreover, about 80 thematic maps showing the damage pattern of the sites affected are also supplied. It is the first time that a large earthquake has been the subject of such extensive studies from a macroseismic point of view, with special attention to the analysis of damage effects at town scale. 相似文献
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Ya. B. Radziminovich V. S. Imaev N. A. Radziminovich V. V. Ruzhich O. P. Smekalin A. V. Chipizubov 《Seismic Instruments》2010,46(2):107-120
In this work, the macroseismic effects of the Kultuk earthquake (M
W = 6.3), which took place on August 27, 2008 in the southwestern closure of the Baikal Lake, are under consideration. The
intensity of shocks in inhabited localities located in the epicentral zone reached 7–8 points on the MSK-64 scale. The earthquake
was named after the local settlement of Kultuk, which was the mostly damaged area by the earthquake. The considered seismic
event caused significant material damage (about 250 million rubles according to preliminary estimates). In inhabited localities
of Southern Pribaikalie thousands of cases of damaged ovens and chimneys were registered. Some buildings were highly damaged
and, accordingly, they are unfit for further use. The earthquake was the cause of numerous rockslides, rockfalls, and landslides
on steep natural and artificial slopes. A macroseismic survey allowed us to establish the asymmetrical distribution of the
intensity of shocks relative to the epicenter. 相似文献
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2003年8月16日内蒙古巴林左旗MS5.9地震在大兴安岭地区显得较为突出,为该区有记载以来的最高震级地震,突破了以往我们对这一地区地震构造背景的认识.地震发生后,相关考察报告与研究文献对于其发震构造的认识存在分歧.本项研究基于对该地震相关的地震学资料的收集,结合震区及邻区的航卫片判读,通过野外地质地貌调查,发现了NW向水泉子沟-天山口断裂的存在.初步认定该断裂长度为60km,其中,该断裂西北段即水泉子沟-西山湾段的活动时代相对较薪,断错地层年代为距今498±49ka,断层泥ESR样品的测试年龄为距今325±32ka.综合此次地震的震源机制解、震害分布特征以及余震序列等研究结果,推断水泉子沟-西山湾段为该地震的发震断裂. 相似文献
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A PRELIMINARY STUDY ON THE METHOD OF SEISMIC INTENSITY ASSESSMENT BASED ON RESIDENTIAL BUILDING DATA AND HIGH RESOLUTION REMOTE SENSING IMAGES 
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下载免费PDF全文 After destructive earthquakes, the assessment result of seismic intensity is an important decision-making basis for emergency rescue, recovery and reconstruction. This job requires higher timeliness by government and society. Because remote sensing technology is not affected by the terrible traffic conditions on the ground after the earthquake, large-scale seismic damage information in the earthquake area can be collected in a short time by the remote sensing image. The remote sensing technique plays a more and more important role in rapid acquisition of seismic damage information, emergency rescue decision-making, seismic intensity assessment and other work. On the basis of previous studies, this paper proposes a new method to assess seismic intensity by using remote sensing image, i.e. to interpret the building collapse rate of a residential quarter after an earthquake by high-resolution remote sensing images. If there already are detailed building data and building structure vulnerability matrix data of a residential area, we can calculate the building collapse rate under any intensity values in this residential area by using the theory of earthquake damage prediction. Assuming that the building collapse rate interpreted by remote sensing is equal to the building collapse rate predicted by using the existing data, it will be easy to calculate the actual seismic intensity of the residential area in this earthquake event. Based on this idea, according to the relevant standard specifications issued by China Earthquake Administration, this paper puts forward some functional models, such as the calculation model of building collapse rate based on remote sensing, the data matrix model of residential building structure, the prediction function matrix model of residential building collapse rate and the prediction model of residential building collapse rate. A formula for calculating seismic intensity by using remote sensing interpretation of collapse rate is also proposed. To test and verify the proposed method, this paper takes two neighboring blocks of Jiegu Town after the Yushu M7.1 earthquake in Qinghai Province as an example. The building structure matrix of the study block was constructed by using pre-earthquake 0.6m resolution satellite remote sensing image(QuickBird, acquired on November 6, 2004), post-earthquake 0.2m aerial remote sensing image(acquired by National Bureau of Surveying and Mapping, April 15, 2010) and some field investigation data. The building collapse rate in the two blocks was calculated by using the interpretation results of seismic damage from the Remote Sensing Technology Coordinating Group of China Seismological Bureau. The seismic damage matrix of building structures in Yushu area is constructed by using the abundant scientific data of the scientific investigation team of the project “Comprehensive Scientific Investigation of the Yushu M7.1 Earthquake in Qinghai Province” of China Seismological Bureau. On this basis, the collapse rate prediction function of different structures in Yushu area is constructed. According to the prediction function of collapse rate and the building structure matrix of the two blocks, the building collapse rate under different intensity values is predicted, and the curve of intensity-collapse rate function is drawn. By comparing the building collapse rate interpreted by remote sensing and the intensity-collapse rate function curve of this two blocks, the seismic intensity of both blocks are calculated to be the same value: Ⅸ degree, which is consistent with the results of the field scientific investigation of the earthquake. The validation shows that the method proposed in this paper can effectively avoid the influence caused by the difference of seismic performance of buildings and accurately evaluate seismic intensity when using remote sensing technique. The method has certain application value for earthquake emergency work. 相似文献
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万历二十五年八月二十六日(公元1597年10月6日)在中国东部七个省记载了一次特殊的地震事件,事件的中心大致在渤海湾。 其特殊性表现在:1.影响范围大而各地的震动程度基本相同,2.没有记载房屋破坏和强烈的振动感觉,而伴随有地表水和地下水的活动,3.某些地方有地面裂缝,4.当天和第三天分别在中国长白山和朝鲜咸镜道发生火山喷发。 由历史记载表明,该事件引起的地震动具有丰富的长周期成份,可能为慢地震事件。 这次事件发生在1556年关中大地震后,这次事件以后的100多年华北紧接着发生4次M8级的大地震。是否它是十七世纪华北大地震活动高潮来临前的预兆,值得重视。 相似文献
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Ya. B. Radziminovich 《Journal of Volcanology and Seismology》2013,8(5):314-321
The area of western Transbaikalia is characterized by moderate seismic activity. Nevertheless, there is historical and instrumental evidence to show that rather strong seismic events have occurred in the area and caused considerable material damage to the population centers around their epicenters. Seismological knowledge of the region is scant. The earthquake catalogs for the area and for the historical period of time need to be corrected and supplemented. The present paper considers the earthquake of October 9, 1864, which has not been included in any parametric catalog thus far. New primary data that were found in the regional periodic press were used to determine the epicenter and magnitude (M = 5.1) for the event. The earthquake of October 9, 1864 is a “forgotten” event, but is a significant addition to the catalog for western Transbaikalia. The materials presented here can be used to assess earthquake hazard for the area, as well as to aid in the search for other unknown or “forgotten” earthquakes. 相似文献
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The 1975 Haicheng MS7.3 earthquake affected whole Korean Peninsula and even Kyushu,Japan.In this paperisoseismal map of this earthquake was drawn for these areas by sorting out and analyzing data systematically col-lected,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 inaccordance with typical characteristics of corresponding intensity grade.In the southern Korean Peninsula,theintensity is IV in large part of the area,however,in some big cities such as Seoul etc.,not only high buildingsshook strongly,but also some people appeared perceptions such as feeling dizzy and so on,and electrical servicewas interrupted on one or two districts because of transformer tripping.These phenomena could be caused by theeffect of long-period wave generated from a large earthquake on far-field. 相似文献
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Source mechanisms of the June 2004 Tabuk earthquake sequence, Eastern Red Sea margin, Kingdom of Saudi Arabia 总被引：1，自引：0，他引：1
K. S. Aldamegh K. M. Abou Elenean H. M. Hussein A. J. Rodgers 《Journal of Seismology》2009,13(4):561-576
A sequence of earthquakes took place in June 2004 approximately 60 km southeast of Tabuk, Saudi Arabia. The first felt event
(M
W = 3.9) occurred on June 9 and caused minor damage in the epicentral area according to the National Earthquake Information
Center and the local reports. Another moderate size event occurred on June 22 (M
W = 5.1) and was followed by a few felt aftershocks without any reported damage. This earthquake sequence caused considerable
alarm at Tabuk and highlights the fact that damaging earthquakes can occur in this region away from the major plate boundary
in the Red Sea. Being the largest well-recorded event in the area for which the digital and broadband records from Saudi Arabia,
Egypt, Israel, Jordan, Turkey, Cyprus, and Kuwait are available, it provides an excellent opportunity to study the tectonic
process and present day stress field acting on this area. The digital records from these regional networks were used to relocate
the largest three events of this sequence. Focal mechanisms were obtained from full waveform inversion and indicate normal
faulting mechanisms with two nodal planes oriented NW–SE in parallel to the faults bounding the Tabuk graben and the Red Sea
rift axis. These events originated at shallow focal depths of 4–5 km, possibly contributing to the widely felt ground motions.
These events offer a unique opportunity to study the active tectonics of the region as well as inform future studies of seismic
hazard in northwestern Saudi Arabia, the Gulf of Aqaba, and eastern Egypt. 相似文献
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传统水资源信息管理模型采用GIS网络技术,对水资源信息进行优化配置,未对地震多发区域水资源管网进行综合规划,存在地震破坏后受污染水资源信息管理性能差的问题。设计考虑区域水资源地震破坏后污染的信息管理模型,模型包括受污染水资源信息规划设计模块、信息监测和采集模块、信息管理模块。3个模块分别实现对地震破坏后污染的水资源管网的合理规划、监测和采集以及污染信息的综合管理。实验结果表明,所设计模型对区域水资源地震破坏后污染的信息管理的平均时间达到1.38 s,且在管理过程中各项功能的评分都高于93.5分,具有较高的管理性能。 相似文献
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针对中分辨率遥感影像建筑物震害信息弱以及变化检测法受非震害信息影响大等弱点, 本文建立了一种基于变化检测的居民区震害信息快速提取方法. 该方法利用主成分变换增强震害信息, 采用监督分类法提取似居民区, 并用灯光影像数据进一步对似居民区提取结果进行优化, 从而很好地消除了变化检测方法中非震害因素的影响. 在此基础上, 以2001年印度MW7.6地震的极重灾区为研究区域, 利用震前、 震后Landsat卫星TM图像和震区灯光影像数据, 对本文算法进行了验证和分析. 结果表明, 在30—50 m中分辨率遥感影像上, 以建筑物为主的居民区震后图像变化最为显著的震害特征是反射率变大, 本文所建立的居民区震害信息提取方法在解决中分辨率遥感影像震害目标信息弱、 背景复杂等方面效果明显. 相似文献
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T. Rossetto D. D’Ayala F. Gori R. Persio J. Han V. Novelli S. M. Wilkinson D. Alexander M. Hill S. Stephens S. Kontoe G. Elia E. Verrucci A. Vicini W. Shelley R. Foulser-Piggott 《Bulletin of Earthquake Engineering》2014,12(1):277-305
In November 2012 EEFIT launched its first ever return mission to an earthquake affected site. The L’Aquila Earthquake site was chosen as this is a recent European event of interest to the UK and European earthquake engineering community. The main aims of this return mission were to document the earthquake recovery process and this paper presents an overview of the post-disaster emergency phase and transition to reconstruction in the Aquila area after the earthquake. It takes an earthquake engineering perspective, highlighting areas mainly of interest to the fields of structural/seismic engineering and reconstruction management. Within the paper, reference is made to published literature, but also to data collected in the field during the return mission that would not otherwise have been available. The paper presents some specific observations and lessons learned from the L’Aquila return mission. However, in light of current international efforts in conducting return missions, the paper ends with some reflections on the value that return missions can provide to the field of earthquake engineering in general, based on the EEFIT L’Aquila experience. 相似文献
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地震灾区生态环境复杂,区域修复效果容易受到关联信息的影响,导致修复过程复杂,形成修复碎片化,修复效果不理想。为此设计基于激光扫描的地震灾害后区域生态环境修复的三维模型,通过三维激光扫描原理,获取自然景观和设施的详细位置原始数据;引入平面特征图像分割方法,对原始数据几何纠正,并完成整体数据纠正匹配,根据修正后的生态环境数据,采用法向量实行最小化,获取拼接匹配信息;根据匹配信息进行重采样,完成三维网格模型的构建,获取区域地震灾害后生态环境整体信息;并依据模型构建地形刷物理区域,修复区域地震灾害后的破损地形环境。将该方法应用于某灾区震后生态环境修复工作中,验证得出其可控性较强,且修复后的生态环境破碎化与缩小率都低于其他修复方法,具有一定使用价值。 相似文献