共查询到20条相似文献,搜索用时 15 毫秒
1.
2.
地铁车站结构地震反应分析的子结构法 总被引:4,自引:0,他引:4
对 1 995年日本阪神地震中地铁车站的破坏现象进行了研究 ,分析了地铁车站的地震破坏机理 ;采用二维子结构分析方法和软件SASSI2 0 0 0 ,分别对水平向和竖向地震动作用下神户大开地铁车站结构的地震反应进行了数值模拟分析。首先采用SHAKE91程序计算自由场土体的动剪切模量和阻尼比 ,在SASSI2 0 0 0中不再考虑土体的非线性 ,在建模时把地铁车站上方的土体作为车站的附属结构。把本文的计算结果与 1 995年阪神地震中该车站的震害进行了详细的对比分析 ,发现本文所得的大开地铁车站地震反应规律与其震害完全吻合 ,本文的计算结果能够合理的解释神户大开地铁车站的各种震害现象。因此 ,本文对地下车站的抗震设计具有一定的参考价值和指导意义 相似文献
3.
海原大地震极震区内烈度衰减异常探讨 总被引:2,自引:0,他引:2
袁丽侠 《防灾减灾工程学报》2004,24(4):441-445
宁夏海原大地震极震区所存在的南北两侧地震烈度衰减异常及伴随的震害程度差异现象,严格受极震区内黄土微地形地貌、土层厚度、显微结构、工程地质特性和发震构造断裂的控制。上述诸因素与地震波耦合后,达到进一步激化和放大地震能量的效应,导致研究区内黄土强度瞬间丧失,并因之具更高的地震易损性而加重震害。 相似文献
4.
对1996年2月3日云南丽江7.0级地震进行了震害调查和损失评估,此次地震造成了重大灾害,死亡309人,重伤4070人,轻伤12987人。房屋破坏、室内财产和生命线工程的直接经济损失总计为30.49亿元。 相似文献
5.
6.
Eiji Yanagisawa 《Disasters》1983,7(4):259-265
A strong earthquake of magnitude of 7.7 hit the northeast part of Japan on 26th May 1983. Because 100 persons were killed by tsunami, the disaster created a sensation throughout Japan, but there was also a large amount of damage to structures due to the earthquake. Highways, railways, bridges, harbours, levees and private houses were damaged severely in Aomori and Akita prefectures. A great portion of the damage was caused by liquefaction of sand.
This is a prompt report of earthquake damage to structures due to liquefaction. The paper describes general aspects of the damage to structures, with some typical examples are mentioned in more detail. Preliminary results of investigation after the earthquake are also presented to describe the liquefaction phenomena in the earthquake. 相似文献
This is a prompt report of earthquake damage to structures due to liquefaction. The paper describes general aspects of the damage to structures, with some typical examples are mentioned in more detail. Preliminary results of investigation after the earthquake are also presented to describe the liquefaction phenomena in the earthquake. 相似文献
7.
汶川"5·12"地震公路灾害分析和防治对策 总被引:1,自引:0,他引:1
"5·12"汶川8.0级特大地震中,震区公路及其设施设备遭到了极为严重的破坏,公路受损里程累计53 295 km.通过灾后现场调查资料对震区高山峡谷地带的公路破坏特征进行了剖析和归纳.将地震灾害破坏模式划分为两种:一种是与地震同步发生的地震波对公路结构本身造成的直接破坏模式,主要有公路的路面、桥梁、隧道结构本身的变形和破坏;另一种是地震诱发诸如崩塌、滑坡、泥石流、塌陷等次生灾害对公路的间接破坏作用.通过对两种破坏作用的分析,从6个方面提出了对震区高山峡谷地带的公路抗震防灾对策建议. 相似文献
8.
地震房屋倒塌率CR和地震死亡率FR存在一定的关系,据此,本文研究计算得到了北京地区在未来地震中各类建筑可能造成的人员死亡率FR. 相似文献
9.
Pomonis A 《Disasters》1989,13(2):101-117
Earthquake disasters occur frequently in Greece, causing serious building damage and considerable loss of life. The latest event, on 16 October 1988, though not one of the most destructive, caused considerable damage. Strong motion records have been obtained near to the damaged region and this provides the opportunity to assess the extent of damage to various building types, and compare it with damage caused during another recent earthquake. The common characteristics of each building type are given, along with the typical damage patterns. Comments are also made about the seismicity of Greece and earthquake damage during this century. The building type distribution in various parts of the country is also discussed, with a view to future earthquake disaster prevention and mitigation. 相似文献
10.
11.
5· 12汶川8.0级大地震对德阳市罗江县的水库造成了不同程度的破坏,经济损失严重,若水库出现溃坝现象,将会带来更大的损失.对罗江县19座高危以上险情水库的土坝震害进行了调查研究,发现典型的震害现象包括裂缝、渗漏、防浪墙损坏以及泄水建筑物和附属设施的损毁等.根据水库土坝的震前病害调查资料可以看出:水库土坝在地震前多是带... 相似文献
12.
北川县城汶川地震震害特征及其成因探讨 总被引:3,自引:1,他引:2
根据笔者在汶川大地震极震区北川县城现场考察的第一手资料,分析了2008年5月12日汶川8.0级大地震后北川县城的震害特征,论述了北川县城地震后建筑物、生命线工程的破坏以及次生地质灾害;并对造成各类震害的原因进行了初步的探讨。最后,在总结震害特征及其成因的基础上,提出了当前应加强研究的相关课题,旨在为今后的工程抗震设防和研究提供参考。 相似文献
13.
杨伟林 《防灾减灾工程学报》1996,(4)
提出了一种考虑时间因素的地震灾害经济损失预测的数学模型。在建立区域震害动态预测数据库的基础上,利用本模型可预测未来不同年份发生地震时所造成的经济损失,为政府部门制定抗震防灾规划提供科学依据 相似文献
14.
15.
Wood RM 《Disasters》1988,12(3):223-236
The two largest known pre-1850 Scandinavian earthquakes are the 22 December 1759 Kattegat event (located at 57.7°N-11.1°E) and the 31 August 1819 Nordland event (located at 66.4°N-14.4°E), the latter being the largest north European near-shore earthquake of the past few centuries. The 22 December 1759 event caused minor damage to buildings (MMIVII) on either side of the Kattegat in Northern Jutland and in the Swedish province ofBohuslän, and was felt up to 600 km away. The 31 August 1819 earthquake caused widespread damage (MMIVIII) to stone components of wooden buildings in the sparsely populated region of Nordland Norway, as well as very extensive rockfalls, liquefaction phenomena and a remarkable variety of disturbances in fjords and in the sea. The earthquake was felt throughout northern Scandinavia over distances of up to 800 km. 相似文献
16.
17.
以中国县级尺度房屋结构数据库为基础,基于B/S(Browser/Server)架构,利用地震烈度图、地震烈度与房屋受损关系研究成果,构建了区域房屋震灾脆弱性模拟评估系统,实现了对各区域在不同等级地震发生时的房屋受损、受灾人口等情况进行模拟评估,分行政区和地震烈度区对灾害损失进行各种统计与GIS可视化表达,以及根据损失情况对灾害影响区进行脆弱性等级划分等功能。基于B/S架构的系统便于系统的应用普及,将进一步促进研究成果向应用的转化。本系统的构建将为从全国尺度和区域尺度把握房屋震灾脆弱性,以及制定各地区的防灾、减灾规划和灾后应急对策提供有效支撑,并为实现灾害防治的信息化管理提供参考。 相似文献
18.
地震灾害损失预测的动态分析模型 总被引:15,自引:4,他引:15
本文提出了一个地震灾害预测的动态分析模型。这个模型基于概率理论基础,考虑了一个城市因建设的发展,新房屋日益增多,部分旧房屋被淘汰,对城市抗震能力引起的变化;和由于经济的发展,社会财富的增加,对地震损失的影响。为解决这—问题,文中提出了动态震害矩阵和动态损失矩阵的求解方法。根据这一方法可以预测未来不同年代的地震经济损失。 相似文献
19.
M. Gueri E.S. Guerra L.E. Gonzalez N.A. Martinez A.V. Olivares E. Rosero C. de Ville de Goyet 《Disasters》1983,7(3):174-179
A retrospective study of the effects of the Tumaco earthquake of 1979 shows a smaller number of deaths and injuries than in earthquakes of similar magnitude that have occurred elsewhere, which is probably related to the type of building. Most of the deaths were caused by a tsunami. Proportionally the mortality was higher in the 0 to 4 age group. Among the injured, most of the lesions were minor. Morbidity was higher in the over 45 years age group, and lower among the "under-fives." There was an evident need for a simple "disaster medical record card." Coordination among the different relief agencies could have been better. 相似文献