首页 | 本学科首页   官方微博 | 高级检索  
相似文献
 共查询到19条相似文献,搜索用时 156 毫秒
1.
In this paper, the tilt photography data acquisition and three-dimensional modeling of the Tashkurgan MS5.5 earthquake in Xinjiang are conducted using the tilt photography system of the Rotor UAV. The three-dimensional model is used to interpret the earthquake damage on buildings in the mega-earthquake area in order to acquire different-level house damage in the Kuzirun village disaster area. In addition, the characteristics of seismic damage on typical buildings are analyzed. The results show that the main collapsed houses in the mega-earthquake area are sand-stone buildings, of which about 39% are sand-stone buildings. Several brick-wood buildings and brick-concrete buildings are seriously damaged, while the buildings with frame structures are mainly slightly damaged, and the houses near the macro-epicenter of the earthquake are all in good conditions. Three-dimensional tilt photography technology can vividly display the scene of earthquake disaster, and can provide significant demonstration in building damage degree together with detailed analysis of disaster situation.  相似文献   

2.
This paper expounds the features of the buildings and analyzes the seismic disaster characteristics of the Jiuzhaigou M_S7. 0 earthquake in the area between Songpan and Jiuzhaigou. New buildings (especially the frame structure) had good anti-seismic performance,but brick-wood structures and brick-concrete structures sustained large amounts of damage in the earthquake. By computing the seismic damage index,we found that the seismic damage index of the frame structure was far less than that of civil structures and brick-wood structures. The seismic damage index of frame structures were all zero in the Ⅵ area,and increased rapidly with the increase of intensity,but the increasing range was reduced. We also discussed how to evaluate the intensity in areas where there was a lack of buildings or there was only one structure type,which can be referenced in future field work.  相似文献   

3.
Foreword     
Destructive earthquakes have caused great damage in China and the United States and collapsing buildings havecaused many deaths and injuries. The field of earthquake engineering studies earthquake hazards, the occurrence ofearthquakes of various magnitudes, the nature of the ground shaking during an earthquake, the vibration of structuresduring earthquakes, the strengthening of existing structures and the design of new structures to be earthquake resistant,and finally, how to cope with earthquake damage and restore a city to normal functioning. Such efforts are in progressin both countries, but unfortunately, the language barrier interferes with the free flow of information between China andthe Untied States. It would be mutually beneficial if some means could be developed to promote the exchangeof information across the Pacific Ocean. This new journal has been established for this purpose and its success willbe an important step in promoting earthquake engineering in China and the United States.  相似文献   

4.
Foreword     
Destructive earthquakes have caused great damage in China and the United States and collapsing buildings have caused many deaths and injuries. The field of earthquake engineering studies earthquake hazards, the occurrence of earthquakes of various magnitudes, the nature of the ground shaking during an earthquake, the vibration of structures during earthquakes, the strengthening of existing structures and the design of new structures to be earthquake resistant, and finally, how to cope with earthquake damage and restore a city to normal functioning.  相似文献   

5.
Foreword     
Destructive earthquakes have caused great damage in China and the United States and collapsing buildings have caused many deaths and injuries. The field of earthquake engineering studies earthquake hazards, the occurrence of earthquakes of various magnitudes, the nature of the ground shaking during an earthquake, the vibration of structures during earthquakes, the strengthening of existing structures and the design of new structures to be earthquake  相似文献   

6.
On 3 August 2014,the Ludian earthquake struck northwest Yunnan Province with a surface wave magnitude of 6.5.This moderate earthquake unexpectedly caused high fatalities and great economic loss.Four strong motion stations were located in the areas with intensity V,VI,VII and IX,near the epicentre.The characteristics of the ground motion are discussed herein,including 1)ground motion was strong at a period of less than 1.4 s,which covered the natural vibration period of a large number of structures;and 2)the release energy was concentrated geographically.Based on materials collected during emergency building inspections,the damage patterns of adobe,masonry,timber frame and reinforced concrete(RC)frame structures in areas with different intensities are summarised.Earthquake damage matrices of local buildings are also given for fragility evaluation and earthquake damage prediction.It is found that the collapse ratios of RC frame and confined masonry structures based on the new design code are significantly lower than non-seismic buildings.However,the RC frame structures still failed to achieve the ‘strong column,weak beam' design target.Traditional timber frame structures with a light infill wall showed good aseismic performance.  相似文献   

7.
Foreword     
Destructive earthquakes have caused great damage in China and the United States and collapsing buildings have caused many deaths and injuries. The field of earthquake engineering studies earthquake hazards, the occurrence of earthquakes of various magnitudes, the nature of the ground shaking during an earthquake, the vibration of structures during earthquakes, the strengthening of existing structures and the design of new structures to be earthquake resistant, and finally, how to cope with ear…  相似文献   

8.
Foreword     
Destructive earthquakes have caused great damage in China and the United States and collapsing buildings have caused many deaths and injuries. The field of earthquake engineering studies earthquake hazards, the occurrence of earthquakes of various magnitudes, the nature of the ground shaking during an earthquake, the vibration of structures during earthquakes, the strengthening of existing structures and the design of new structures to be earthquake resistant,  相似文献   

9.
In the prediction process of large-scale earthquake damage occurred in urban and rural regions,new models and approaches,which are different from traditional ones,should be adopted to rapidly predict earthquake damage. This article utilizes sampled population and buildings data that is easily available from the statistical database to conduct vulnerability analysis of buildings on the basis of earthquake damage of existing urban buildings in an analogical way,so as to provide a relation model between population data and disaster losses. In virtue of this model,the average vulnerability matrix of buildings of different structures in Fujian Province is established,the matrix adjustment coefficient of different decades is developed in accordance with the economic conditions,and the rapid evaluation system is set up as well. The result shows: this evaluation model,based on the population statistical data has merits as small investment,automatic data prediction,regular updates,as well as the advantage of easy accessibility.  相似文献   

10.
XieLili 《中国地震研究》2002,16(3):275-282
This paper describes briefly the recent advances and acievements of the research projects conducted by the Institute of Engineering Mechanics(IEM) in the period of the Ninth Five-Year Plan(1995-2000) with the support of the China Seismological Bureau(CSB),These projects are related with key problems in the field of earthquake engineering.They are:development of the methods for determining earthquake resistant design load level,study on mechanisms of earthquake damage to buildings.development of new technology of base isolation,and study on earthquake damage prediction and seismic losss assessment methods.Through these studies,quite a number of problems have een solved and some of them have een applied in earthquake engineering design and practice.  相似文献   

11.
汶川8.0级地震北川县城区灾害调查与分析   总被引:6,自引:5,他引:1  
2008年5月12日发生了汶川8.0级特大地震,震后作者深入地震重灾区开展了震害现场调查工作。利用现场调查得到的第一手资料,分析了极震区北川县城区的震害现象,发现山坡和河岸滑坡、断层地表破裂以及柔底层结构底层破坏所导致的结构严重破坏和倒塌是城区的主要震害现象,同时看到仍然有一些砌体结构建筑震害较轻,处于轻微或中等破坏,甚至基本完好状态。这些震害现象展示了山区地震灾害的基本特征和复杂性。  相似文献   

12.
宴金旭  叶肇恒  郑逸  史丙新 《地震工程学报》2020,42(4):1019-1023,1034
根据四川荣县M_S4.7、M_S4.3、M_S4.9地震现场灾害调查资料,分析房屋震害特征和人员伤亡情况,结果表明震区房屋破坏类型主要为砖混结构、砖木结构和土木结构,其中砖木结构和土木结构受损比较严重,人员伤亡主要由房屋损坏导致;造成此现象的原因主要是该地区房屋建造年代久远,房屋结构不合理、抗震性能差,短时间地震频发造成震害累积,再加上民众防震减灾意识薄弱等。  相似文献   

13.
汶川地震中极震区砌体结构教学楼典型震害分析   总被引:5,自引:3,他引:2  
汶川8.0级大地震造成了巨大的损失,大量学校建筑遭受严重破坏,其中大部分是砌体结构教学楼。在此次地震中,极震区北川县擂鼓镇城区内的初中、小学和幼儿园等砌体结构教学楼的破坏极其严重,结构特征和震害现象十分典型。本文详细地介绍了擂鼓镇城区内5栋砌体结构教学楼的结构构造特点和震害现象特征,同时,总结归纳了砌体结构教学楼的典型震害并分析了震害原因;讨论并分析了建筑含墙率、开间大小、高宽比等因素对建筑的抗震能力的影响;通过结构易损性分析方法对教学楼在不同烈度下的破坏状态进行了计算,并与实际震害进行了对比分析;最后,为灾后教学楼的重建工作提出了建议。  相似文献   

14.
对汶川地震中极震区的现场震害调查资料进行了统计分析,分析了钢筋混凝土框架结构、砖混结构、底框架结构3种结构形式的破坏特征和受损原因。分析表明,经抗震设防的房屋震害明显低于未经抗震设防的房屋,实现了预期的抗震设防目标;在经抗震设计的房屋中,钢筋混凝土框架结构的表现是最好的,其次是砖混结构,表现最差的是底框架结构。  相似文献   

15.
The extensive damage to buildings caused by the Nepal M_s 8.1 earthquake has attracted much attention by the international community.Afterthe preliminary scientific investigations on the different affected areas inNepal,the construction and damage characteristics of five different types of buildings commonly existing in Nepal were discussed and the reasons of their disaster performance were analyzed.Types of buildings investigated include reinforced concrete(RC) frame structures,rubble structures,brick-wood structures,raw soil structures,and brick-wood structures of historic buildings.In addition,the weak links of the seismic design were pointed out,which was very important for the post-earthquake reconstruction and recovery,and gave a preliminary explanations for the damage experienced.  相似文献   

16.
地震地质灾害对广州市部分城区工程环境的影响分析   总被引:2,自引:0,他引:2  
通过震害预测研究,探明地震地质灾害源,应用地理信息系统掌握地震地质灾害源空问分布情况,分析其对工程环境的影响范围和影响程度,有助于政府制定防震减灾规划和城市建设与改造。针对广州市部分城区的地震地质灾害源、建筑物、生命线工程、地震次生灾害源的分布情况,应用基于GIS平台的防震减灾信息管理与地震应急辅助决策系统,分析了该区内地震地质灾害破坏对建筑物、生命线工程和地震次生灾害源的影响。结果表明,城市中的建筑物、生命线工程和地震次生灾害源不同程度地受到地震地质灾害的影响。  相似文献   

17.
汶川地震后,作者赴陇南文县、武都区、康县、成县等地详细调查了房屋建筑的震害情况。在整理分析了大量现场第一手资料后,分别建立了各类房屋的地震易损性矩阵,并列举了一些典型震害现象,可为汶川地震后灾区的重建工作提供一定的参考。  相似文献   

18.
青海东南部农村民居结构特点及抗震能力分析   总被引:1,自引:1,他引:0  
我国农村民居的抗震能力具有显著的地域特点。本文基于现场调研结果总结了青海东南部黄河流域农村民居的结构特点,并对其抗震能力进行了评估。庄廓院是调研区内的典型农村民居,本文对调研区内庄廓院的木构架房屋进行研究,提出庄廓土墙围护木构架房屋的震害等级分类标准,根据实际震害资料和类比的方法确定了当地土墙围护木构架结构的震害矩阵和震害指数与峰值加速度的关系曲线。与云南鲁甸农村的土木结构房屋比较,青海庄廓院民居具有更高的抗震能力;与未设防的砖混结构比较,这种土墙围护的木构架结构在高烈度区造成人员伤亡的风险更低。  相似文献   

19.
郭丽娜      刘金龙  温卫平  杜轲  丁勇    林均歧  孙刚 《世界地震工程》2021,(4):064-72
本文整理了云南大理州"5.21"6.4级地震震害调研与科考过程的部分成果。穿斗木架构结构和框架结构是云南大理州在低矮建筑和多高层建筑中广泛应用的两种结构形式。该研究基于震害调查结果,描述了地震过程中穿斗木架构结构和框架结构破坏的宏观现象,总结了两种典型结构的破坏形式,对震害成因进行了探讨。在此次震害调查过程中,科考人员还通过智能手机对结构基频进行了快速评估。在震后,研究人员对智能手机智能测振应用软件进行了更新,结合应用需求加入了测振地点和路线的地图信息,为震害调查与记录提供了便利。基于漾濞县震害科考与调研结果,为云南省穿斗木架构建筑及框架建筑的抗震方法与策略提出了建议,为震后建筑结构快速评价提供了新手段。  相似文献   

设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号