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1.
依据野外地质勘查、工程揭露、地球物理探测等事实和地球化学测量资料,发现位于华北板块南缘东秦岭216.8Ma前一个古地震的震源遗迹。结合隐爆角砾岩体、系列隐爆角砾岩、岩石地球化学、同位素示踪、同位素测年、稀土元素、包裹体、岩石微观破碎等特征分析表明,该震源遗迹是在印支晚期杨子板块与华北板块碰撞对接的造山阶段,上地幔或下地壳形成的源于变质火山岩深熔的I型造山带花岗岩浆,在结晶分异过程中产生大量气液流体并沿断裂通道上升,进入硅化封闭的局部断裂空间后形成岩浆分异气液流体压力,当积聚的巨大压力超过所处深度的静岩压力与聚压空间围岩的破裂强度极限后,在地壳深部产生强烈隐爆所形成。根据上覆地层厚度、可参照的深成侵入岩体相对高度对比和主震遗迹的尺度等分析,隐爆深度位于当时地表的10km以下,隐爆主震的面波震级MS＞7.0。该震源遗迹的发现,可初步确认岩浆气液隐爆成因地震存在,并有助于克服一些地震成因研究中的震源不可视与不可入性难题,为地震成因乃至地震预测探索提供一些可直接观测研究的震源实体。
该遗迹不是一般的地震遗迹,而是一个“震源”实体遗迹——震源遗迹,而且是一个具有震源深度、发生年代、地震强度等地震要素完整且一致的可见震源遗迹。 相似文献
2.
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
3.
古遗址赋存于岩土体之中,是岩土体的一部分,故尝试采用岩土工程分析手段对其破坏机制进行研究。在"5.12"汶川地震中,重庆合川钓鱼城古战场遗址的始关门出现了局部开裂、错位等变形破坏现象。地质勘察表明,始关门赋存于滑坡、裂隙等复杂地质环境中,故抽取了始关门的地质模型,采用有限差分软件FLAC3D对其进行了三维地震动力响应模拟,分析其变形破坏机制。结果表明,始关门应力集中明显,并在地震波作用下有明显位移出现。始关门破坏是各种地质因素综合作用的结果。"5.12"汶川地震是诱导因素,滑坡、陡崖裂隙等地质结构是主要原因,古城门自身强度减小是发生破坏的内因。模拟结果为始关门修复设计提供了可靠的科学根据,具有一定的研究意义和推广价值。 相似文献
4.
Secondary geological hazard analysis in Beichuan after the Wenchuan earthquake and recommendations for reconstruction 总被引：4，自引：0，他引：4
The Wenchuan earthquake, also known as 2008 Sichuan Earthquake, occurred along the Longmenshan fault zone on 12 May 2008 at
14:28:01.42 CST (06:28:01.42 UTC). It caused serious damage to structures in the region. Beichuan is a town which is within
these severely damaged areas. According to the earthquake intensity distribution map of 2008 Wenchuan earthquake officially
released by the China Earthquake Administration, the earthquake intensity in Beichuan was XI on the China seismic intensity
scale. As the earthquake occurred in a mountainous area, there were thousands of landslides, rockfalls, debris flows, and
surface ruptures triggered by the earthquake over a broad area. These secondary geological hazards substantially increased
the human, social and economic impact of the earthquake. This paper presents a post-earthquake analysis on the secondary geological
hazards in Beichuan. The risk analyses associated with construction of the National Earthquake Memorial Museum in Beichuan
are assessed and recommendations on risk mitigations for the mass reconstruction over the ruins are also provided based on
this field study. 相似文献
5.
A variety of masonry structures suffered damage during the recent Bhuj earthquake. Some of the traditional masonry structures
had no earthquake resistant features and suffered considerable damage. This paper attempts to evaluate the behaviour of masonry
structures based on the type of masonry used in places like Bhuj, Anjar, Bhachau, Morbi, Samakhyali and several other places.
Quite a few masonry buildings had used earthquake resistant features like lintel bands and corner reinforcements. The cracking
and failure patterns of such buildings have also been examined. The paper concludes with a discussion on the relevance of
the current codal provisions for earthquake resistance of masonry structures and the direction of further research in the
area. 相似文献
6.
A.M. Korjenkov K.Sh. Tabaldiev Al.V. Bobrovskii Ar.V. Bobrovskii E.M. Mamyrov L.A. Orlova 《Russian Geology and Geophysics》2009,50(1):63-69
We report a macroseismic study of a ruined medieval building, a small caravanserai located along the caravan way from the Talas valley to the Chatkal and Fergana valleys in Kyrgyzstan. The ruins document several events in which the caravanserai was destroyed, apparently during earthquakes, and was rebuilt or repaired. The earliest earthquake occurred soon after the building was put up, about 400 years ago, according to radiocarbon dating of charcoal, and another event shook the area between 400 and 50 years BP. After being damaged in the ultimate earthquake, in the middle of the 20th century, the building was eventually abandoned. 相似文献
7.
8.
N.N. Ambraseys 《地学学报》1991,3(2):202-211
We reappraised the Rukwa earthquake of 1910 in the East African Rift System. With a magnitude of 7.4, no earthquake in East Africa is known to be larger and it is rivalled only by the recent earthquake in southern Sudan on 20 May 1990. More than 80 per cent of the moment release in the Rift during the last 110 years is due to the Rukwa earthquake and its aftershocks that occurred between the Tanganyka and Nyasa systems. In spite of its large magnitude, the Rukwa earthquake caused very little damage to local types of dwellings and no loss of life. With increasing development of urban areas with modern types of houses, there is now increasing risk in East Africa from major earthquakes. 相似文献
9.
Iware Matsuda Dr. 《GeoJournal》1996,38(3):349-353
Although Tokyo City has frequently suffered from earthquake disasters, more than 70 years have passed since the last catastrophe of 1923. Because Tokyo has a greater probability now than ever of being hit by another major earthquake, the Tokyo Metropolitan Government has carried out two surveys for taking measures to cope with it; earthquake vulnerability assessment and earthquake damage prediction. The former assesses earthquake vulnerability regionally and is used for disaster-proof city planning. Damage due to the expected earthquake is quantitatively estimated in the latter. The results are used for making a regional disaster prevention plan in an emergency. Both physical and human geographers participate in these interdisciplinary surveys effectively. 相似文献
10.
在现场调查统计、工程地质勘察和室内试验的基础上,分析了西藏古格王国遗址的工程地质条件和围岩特性.通过调查统计和理论分析,将开挖于遗址边坡内的洞窟的变形破坏模式分为洞顶破坏型、洞口破坏型、洞壁破坏型、洞底破坏型和人为破坏型等5大类11种型式,以洞顶破坏和洞壁破坏最为常见.进一步提出了引起其变形破坏的结构型、水理型、应力型... 相似文献
11.
通过实时地震观测数据获取能力和计算机性能的巨大提高 ,快速生成仪器观测的地面运动和地震动强度空间分布成为可能 ,利用这一成果结合地震灾害易损性研究成果和地震灾害评估模型 ,可以对破坏性地震造成的损失进行快速评估 ,为地震应急响应和决策指挥提供更可靠的信息支持。本文概述了利用强地面运动加速度观测资料进行地震灾害快速评估方法在国内外最新进展 ,提出了利用我省强震台网观测资料进行地震灾害快速评估的基本思路。 相似文献
12.
Based on a block structure model of the inner belt of central Japan, an examination was conducted of the space-time distribution patterns of destructiv magnitudes M 6.4 or greater (M =Japan Meteorological Agency Scale). The distribution patterns revealed a periodicity in earthquake activit seismic gaps. Major NW—SE trending left-lateral active faults divide the inner belt of central Japan into four blocks, 20–80 km wide. The occurrenc A.D. with M ≥ 6.4, which have caused significant damage, were documented in the inner belt of central Japan. The epicenters of these earthquakes close to the block boundaries.
Using the relationship between the magnitude of earthquakes which occurred in the Japanese Islands and the active length of faults that generated them, movement is calculated for each historical earthquake. Space—time distributions of earthquakes were obtained from the calculated lengths, the latitud of generation. When an active period begins, a portion or segment of the block boundary creates an earthquake, which in turn appears on the ground surf active period ends when the block boundary generates earthquakes over the entire length of the block boundary without overlapping.
Five seismic gaps with fault lengths of 20 km or longer can be found in the inner belt of central Japan. It is predicted that the gaps will generate ea magnitudes of 7.0. These data are of significance for estimating a regional earthquake risk over central Japan in the design of large earthquake resist
The time sequences of earthquakes on the block boundaries reveal a similar tendency, with alternating active periods with seismic activity and quiet pe activity. The inner belt of central Japan is now in the last stage of an active period. The next active period is predicted to occur around 2500 A.D. 相似文献
13.
青藏高原昆仑—汶川地震系列与巴颜喀喇断块的最新活动 总被引：23，自引：1，他引：22
青藏高原是中国最主要的地震活动区之一。最近十多年来,在青藏高原中部连续发生了1997年西藏玛尼Ms7.5级地震、2001年青海昆仑山Ms8.1级地震、2008年3月新疆于田Ms7.3级地震和5月四川汶川Ms8.0级地震及2010年青海玉树Ms7.1级地震,它们相继发生于青藏断块区巴颜喀喇断块四周边界活动断裂带上,是该断块最新活动的结果。发生于断块南北边界断裂上的3次地震都是走滑断裂错动的结果,发生在断块东南端的汶川地震则是挤压逆冲断裂的产物,而西北端的于田地震则呈现出张性特征,它们共同反映青藏断块区巴颜喀喇条状断块向东南方向滑动的最新活动。自1900年以来,青藏断块区和巴颜喀喇断块的强震活动表现出多期活动和区域性转移的特征,20世纪早期Ms7.0级以上强地震活动的主体地区在青藏断块区北部边界构造带,中期转移到高原南部喜马拉雅板块边界构造带和断块区南部断块,最近十多年来则在巴颜喀喇断块及周缘边界断裂上活动。青藏高原这种块体活动和地震活动与澳大利亚-印度板块对亚洲大陆的推挤作用相关,因而,青藏高原和巴颜喀喇断块的强震活动与澳-印板块边界苏门答腊强震活动相对应。目前苏门答腊地区强震活动仍在继续,因此,近期对巴颜喀喇断块及青藏高原南部地区的强震活动和强震危险性仍需加以注意。 相似文献
14.
R.M.W. Musson 《地学学报》1990,2(6):661-663
The photographic archive of the 22 April 1884 Colchester earthquake, the most damaging British earthquake in the last 400 years, is wellknown. Evidence has come to light that at least two of these photographs are partly or wholly faked. This shows that not even the camera can necessarily be relied upon to accurately portray the extent of damage from historical earthquakes. 相似文献
15.
E. L. Lekkas 《Natural Hazards》2002,25(1):23-35
A number of cases where earthquake-induced damage was massive or presented interesting distribution patterns in recent earthquakes are presented.The highly serious damage along reactivated seismic faults and fractures is discussedfor the earthquakes of Pyrgos (Greece), Egio (Greece) and Kobe (Japan). Additionally, we describe characteristic types of building failure in the earthquake of Egio,caused by the coexistence of surficial faulting and liquefaction. Of particularinterest is the damage pattern in the Kobe and Dinar earthquakes, attributed to seismicwave directivity, caused by migration of the earthquake source. Finally, a specialcase of building damage is described for the case of the Adana, Turkey earthquake,which is connected to the shape and the azimuthal location of buildings in respectto the epicentre. All the above cases are valuable sources of information and can be utilizedin the reduction of seismic risk in constructions and urban complexes. 相似文献
16.
Emanuela Ceccaroni Gabriele Ameri Antonio Augusto Gómez Capera Fabrizio Galadini 《Natural Hazards》2009,50(2):335-359
The 2nd century AD earthquake in central Italy is only known by an epigraph that mentions restorations to a damaged weighing-house
at the ancient locality of Pagus Interpromium. The available seismic catalogues report this event with the conventional date of 101 AD, a magnitude M
aw of 6.3, and an epicentral location at the village of San Valentino in Abruzzo Citeriore, in the province of Pescara. In order
to improve the knowledge of the damage pattern, we gathered all the archaeological data collected during modern excavations
at sites located in the area, which were presumably struck by the earthquake. This information is mainly represented by (1)
stratigraphic units due to the sudden collapse of buildings over still frequented floors; (2) stratigraphic units demonstrating
restoration or re-building of edifices; (3) stratigraphic units formed as the result of the abandonment of sites or of their
lack of frequentation for decades or centuries. Only stratigraphic evidence consistent with an earthquake occurrence during
the 2nd century AD has been considered. The most recent archaeological material found in a collapsed unit is a coin of Antoninus
Pius, dated at 147–148 AD. This may represent a post quem date very close to the occurrence of the earthquake. The gathered information, plus the stratigraphic data that excluded
the earthquake occurrence at some sites, has allowed us to roughly delineate an area of possible damage, including the Sulmona
Plain and surrounding areas. Comparisons between the possible 2nd century damage distribution and (i) the damage patterns
of more recent historical events that have struck the investigated area, (ii) the distribution of virtual intensities obtained
by simulating an earthquake having an epicenter in the Sulmona Plain and applying an intensity attenuation relationship and
(iii) a shaking scenario obtained by modelling the activation of the major active fault of the Sulmona Plain area (the Mt.
Morrone fault) have revealed consistency between the ancient earthquake and the activation of this fault. Since no other historical
events can be attributed to this active fault, we conclude that the time that has elapsed since the last fault activation
should be in the order of 1,850 years, i.e. a time span that is very close to the recurrence interval of Apennine seismogenic
sources. Moreover, considering the fault length, the causative source may be responsible for earthquakes with M up to 6.6–6.7. The comparison between the presumed 2nd century damage and the shaking scenario suggests that the magnitude
mentioned is consistent with the presumed effects of the ancient earthquake. Finally, considering that Sulmona (the most important
town in the region investigated) is located in the middle of the Mt. Morrone fault hanging wall, we consider it as the probable
epicentral area. Therefore, to summarise the information on the 2nd century AD earthquake, we can conclude that (i) it occurred
shortly after 147–148 AD; (ii) a magnitude M
w 6.6–6.7 can be attributed to it and (iii) the probable macroseismic epicentral area was Sulmona. 相似文献
17.
历史地震可靠性检验分析显示,安徽省及邻区MS 5及以上地震完整记录起自1336年,这以前地震记载大部分丢失。近年来,地震和考古部门利用大规模考古和工程开挖契机,编录识别分析了晚第四纪尤其是新石器时代以来构造变形遗迹。结果表明,在皖西南的西周-春秋期和皖北大汶口晚期及豫南东周期文化层中分别发现史前地震遗迹。郯庐断裂带苏皖交界地区段落,自晚更新世以来曾发生数次以斜向平移逆冲为主要方式的快速变形事件,后者得到微观研究方面的证实。研究结果一定程度上弥补了地震史料记载的局限,并丰富了考古和史前地震乃至地震预测的研究方法。 相似文献
18.
《Geodinamica Acta》1999,12(3-4):143-158
Eight caves have been investigated near Saint-Paul-de-Fenouillet after the earthquake of 5.2 magnitude of February 1996 which occurred in the eastern Pyrenees (France) and caused moderate damage at the ground surface. The earthquake has been associated with the movement of an E-W fault. The caves had not been visited since the earthquake. Some damage, mainly collapses of soda straws and small rocks, could be attributed to this earthquake. The most interesting cave in the epicentral area is the Paradet cave which is situated on a recently activated fault plane. In this cave, soda straw falls could be attributed to the earthquake, but other more ancient damage was also observed. Analysis of the azimuth of fallen speleothems, which are natural pendulums, may indicate the directions, and an estimation of their mechanical properties gives the threshold of the seismic ground motion amplitude responsible for their collapse, thus supplying information to calibrate damage due to past earthquakes. A statistical study indicates that the main direction of the collapsed soda straws is E-W. Numerical simulations confirm that soda straws are relatively strong objects that may break under certain conditions during earthquakes. 相似文献
19.
Iran is one of the most seismically active countries of the world located on the Alpine-Himalayan earthquake belt. More than
180,000 people were killed due to earthquakes in Iran during the last five decades. Considering the fact that most Iranians
live in masonry and non-engineered houses, having a comprehensive program for decreasing the vulnerability of society holds
considerable importance. For this reason, loss estimation should be done before an earthquake strikes to prepare proper information
for designing and selection of emergency plans and the retrofitting strategies prior to occurrence of earthquake. The loss
estimation process consists of two principal steps of hazard analysis and vulnerability assessment. After identifying the
earthquake hazard, the first step is to evaluate the vulnerability of residential buildings and lifelines and also the social
and economic impacts of the earthquake scenarios. Among these, residential buildings have specific importance, because their
destruction will disturb the daily life and result in casualties. Consequently, the vulnerability assessment of the buildings
in Iran is important to identify the weak points in the built environment structure. The aim of this research is to prepare
vulnerability curves for the residential buildings of Iran to provide a proper base for estimating probable damage features
by future earthquakes. The estimation may contribute fundamentally for better seismic performance of Iranian societies. After
a brief review of the vulnerability assessment methods in Iran and other countries, through the use of the European Macroseismic
method, a model for evaluating the vulnerability of the Iranian buildings is proposed. This method allows the vulnerability
assessment for numerous sets of buildings by defining the vulnerability curves for each building type based on the damage
observations of previous earthquakes. For defining the vulnerability curves, a building typology classification is presented
in this article, which is representative of Iranian building characteristics. The hazard is described in terms of the macroseismic
intensity and the EMS-98 damage grades have been considered for classifying the physical damage to the buildings. The calculated
vulnerability indexes and vulnerability curves show that for engineered houses there is not any notable difference between
the vulnerability of Iranian and Risk-UE building types. For the non-engineered houses, the vulnerability index of brick and
steel structures is less than the corresponding values of the other unreinforced masonry buildings of Iran. The vulnerability
index of unreinforced and masonry buildings of Iran are larger than the values of the similar types in Risk-UE and so the
Iranian buildings are more vulnerable in this regard. 相似文献