汶川8.0级地震甘肃陇南地区建筑震害调查   总被引：3，自引：3，他引：0       下载免费PDF全文

刘玮  吴志坚  马宏旺  王兰民  陈龙珠 《地震工程学报》2010,32(2):179-185

总结了2008年汶川8.0级地震在甘肃陇南地区造成的农村房屋和城镇房屋的典型震害及其原因。考察发现,由于农村房屋一般未经抗震设防设计,在本次地震中即使在低烈度地区仍然震害严重;而城镇房屋震害较轻,一般均表现出良好的抗震性能,严重破坏的大多是一些施工质量差,缺乏良好的抗震概念设计以及改建时未考虑抗震设计的建筑。建筑震害调查的几个地区设防烈度均为Ⅷ度,实际烈度为Ⅵ～Ⅸ度,因此这些地区的房屋震害情况刚好能反映这些地区房屋抵抗小震、中震及大震的能力。结果表明,严格按照抗震规范设计、并保证施工质量的建筑基本都能达到三水准设防目标。最后本文对灾后重建和抗震设防提出了建议。  相似文献   

华北强震前地下流体长趋势变化特征及其产生机理的研究   总被引：3，自引：0，他引：3       下载免费PDF全文

陆明勇  范雪芳  周伟  房宗绯  赵丽葵 《地震工程学报》2010,32(2):129-138

分析了华北地区自1976年以来MS≥6.0地震前地下流体长趋势变化的形态、演化特征。结果表明:地下流体长趋势变化出现时间早、范围广,具有协调性、重复性、迁移性等特性,主要沿构造带迁移,迁移方向为外围向内迁移或内部向外迁移;形态主要为趋势转折、破年变、加速等,其中绝对大多数为趋势转折变化;地下水位分析表明长趋势变化绝大部分呈现为缓慢上升或下降减缓的走势。对比研究了地壳形变与地下流体长趋势变化,发现地壳形变长趋势时间早于地下流体;形变出现张压变化与水位变化有比较密切的关系,即形变绝大部分出现缓慢压性变化或张性减缓变化,水位绝大部分出现缓慢上升或下降减缓变化。最后讨论了强震前地下流体长趋势变化产生的机理:在地震孕育过程初(早)期,构造应力的缓慢增强将使岩体所含裂缝闭合,地壳发生变形,从而改变岩体的空隙率及相应的孔隙压力和渗透率,引起诸如地下流体长趋势动态异常变化;构造应力缓慢增强并向未来震中聚集,造成地下流体长趋势动态异常变化向震中迁移;而深部物质的不断上涌和影响范围增大致使地下流体长趋势动态异常变化向外围迁移。  相似文献   

兰州市活动断层土壤气汞、氡地球化学特征场地试验   总被引：4，自引：1，他引：3       下载免费PDF全文

张慧  张新基  苏鹤军  刘旭宙 《地震工程学报》2010,32(3):273-278

在兰州市主要活动断层上选择有断层露头或有钻孔资料的典型场地开展了断裂带土壤气异常特征及其影响因素的试验研究。结果显示断层带上方土壤气氡、汞不仅具有明显的峰值异常显示,而且其异常的形态特征对断层产状和断层性质有显著的反映,断层土壤气测量是活断层探测和研究的有效方法。结果还显示覆盖层厚度对断层带土壤氡、汞浓度的峰值形态及特征具有显著的影响。  相似文献   

Lunar noise correlation,imaging and monitoring          下载免费PDF全文

Christoph Sens-Sch?nfelder  Eric Larose 《地震科学（英文版）》2010,23(5):519-530

Passive seismic techniques have revolutionarised seismology,leading for example to increased resolution in surface wave tomography,to the possibility to monitor changes in the propagation medium,and to many new processing strategies in seismic exploration.Here we review applications of the new techniques to a very particular dataset,namely data from the Apollo 17 lunar network.The special conditions of the lunar noise environment are investigated,illustrating the interplay between the properties of the noise and the ability to reconstruct Green's functions.With a dispersion analysis of reconstructed Rayleigh waves new information about the shallow shear velocity structure of the Moon are obtained.Passive image interferometry is used to study the effect of temperature changes in the subsurface on the seismic velocities providing direct observation of a dynamic process in the lunar environment.These applications highlight the potential of passive techniques for terrestrial and planetary seismology.  相似文献   

Building frequency fluctuations from continuous monitoring of ambient vibrations and their relationship to temperature variations     

Bertrand?GuillierEmail author  Jean-Luc?Chatelain  Hugo?Perfettini  El?Hadi?Oubaiche  Christophe?Voisin  Rabah?Bensalem  Djamel?Machane  Mustapha?Hellel 《Bulletin of Earthquake Engineering》2016,14(8):2213-2227

Building frequencies (fundamental and higher modes) are a critical parameter especially in the field of structural health monitoring mainly based on the stability of the structural dynamic parameters of individual building (frequencies, damping and modes shape). One of the most used methods to find out these parameters is based on the use on ambient vibration analysis. In this work, we study the fluctuations over a month period of the fundamental frequencies (transverse and longitudinal) of a 3.5-story RC-building made of 2 identical units connected by a structural joint. Time independent building frequencies is a strong assumption; as illustrated by our experiment showing that over an observation period of a month, building frequencies fluctuate of about 3.5 %. A clear correlation is found between the building frequency fluctuations and temperature variations, with a phase-shift interpreted as the characteristic time of heat diffusion within the walls. This allows: (1) determining the thermal diffusivity of the structure, (2) inferring its relative stiffness variations, and (3) showing that its Young modulus varies linearly with temperature.  相似文献   

Soil erosion and its response to the changes of precipitation and vegetation cover on the Loess Plateau   总被引：8，自引：2，他引：6  

Wenyi?Sun  Quanqin?ShaoEmail author  Jiyuan?Liu 《地理学报(英文版)》2013,23(6):1091-1106

Soil erosion is a major threat to our terrestrial ecosystems and an important global environmental problem. The Loess Plateau in China is one of the regions that suffered more severe soil erosion and undergoing climate warming and drying in the past decades. The vegetation restoration named Grain-to-Green Program has now been operating for more than 10 years. It is necessary to assess the variation of soil erosion and the response of precipita- tion and vegetation restoration to soil erosion on the Loess Plateau. In the study, the Revised Universal Soil Loss Equation （RUSLE） was applied to evaluate annual soil loss caused by water erosion. The results showed as follows. The soil erosion on the Loess Plateau between 2000 and 2010 averaged for 15.2 t hm-2 a 1 and was characterized as light for the value less than 25 t hm-2 a-1. The severe soil erosion higher than 25 t hm-2 a-~ was mainly distributed in the gully and hilly regions in the central, southwestern, and some scattered areas of earth-rocky mountainous areas on the Loess Plateau. The soil erosion on the Loess Plateau showed a deceasing trend in recent decade and reduced more at rates more than 1 t hm 2 a 1 in the areas suffering severe soil loss. Benefited from the improved vegetation cover and ecological construction, the soil erosion on the Loess Plateau was significantly declined, es- pecially in the east of Yulin, most parts of Yah＇an prefectures in Shaanxi Province, and the west of Luliang and Linfen prefectures in Shanxi Province in the hilly and gully regions. The variation of vegetation cover responding to soil erosion in these areas showed the relatively higher contribution than the precipitation. However, most areas in Qingyang and Dingxi pre- fectures in Gansu Province and Guyuan in Ningxia Hui Autonomous Region were predomi- nantly related to precipitation.  相似文献   

砂土液化大变形本构模型的三维化及其数值实现   总被引：2，自引：0，他引：2  

王睿  张建民  王刚 《地震工程学报》2013,35(1):91-97

基于砂土液化大变形机理和适用于二维条件的边界面弹塑性本构模型,发展了符合三维应力空间中边界面和剪胀面上的应力映射规则,建立了三维应力空间中砂土液化大变形本构模型.针对模型特点采用半显式的Cutting Plane算法进行应力积分,并采用Pegasus求根算法根据映射规则计算边界面上的应力映射点,在OpenSees开源有限元平台上实现了三维模型的数值化.结合完全耦合的u-p格式有限元单元,对饱和砂土不排水循环扭剪试验进行了模拟,并进行了一个真三维倾斜地基的动力反应分析.计算结果表明模型和所采用的数值算法具有很好的模拟和分析三维条件下砂土液化后大变形的能力.  相似文献   

滑坡稳定性评价中地震作用力计算的讨论   总被引：1，自引：0，他引：1  

黄强盛  夏旺民 《地震工程学报》2013,35(1):104-108

阐述了目前国内外在滑坡地震稳定性评价方面的理论研究成果和实际应用情况,指出地质矿产行业规范在采用静力法计算地震力时没有乘以0.25的综合影响系数,和其它规范的差别是巨大的.分析后认为这个规定是值得商榷的.最后根据宏观震害现象提出易引起滑坡的地质情况并对其进行了分析,为滑坡治理工程设计和以后的规范修编提供了方法和思路.  相似文献   

不同掏蚀深度下古城墙的稳定性数值分析   总被引：1，自引：0，他引：1  

张明泉  马可婧  刘灿  王旭东  薛丽洋  张琳 《地震工程学报》2013,35(1):133-138

以浙江良渚古城的宽顶古场面墙稳定性问题为研究对象,本文针对古城墙可能出现的不同深度的风沙掏蚀的实际工况,通过有限差分软件FLAC3D,建立计算模型进行了稳定性分析,探讨了不同掏蚀深度下城墙破坏机理和规律.研究表明:当城墙墙根掏蚀深度不是很大时,城墙整体稳定,土体开始出现比较小的位移量,掏蚀部位及其周围出现局部塑性破坏现象.随着掏蚀深度的增加,城墙塑性破坏区域不断向城墙体内部、顶部及顶部后缘范围发展,城墙上的土体位移量随着掏蚀深度的增加而呈数量级的增加,直至城墙出现整体崩塌破坏.掏蚀作用加剧了地震作用下城墙体的破坏,在掏蚀部位形成潜在破坏口,内部形成塑性贯通区,造成墙体整体崩塌.  相似文献   

甘东南流动台阵微震监测结果   总被引：7，自引：1，他引：6  

高见  张元生  郭飚  刘旭宙 《地震工程学报》2013,35(1):177-182

利用高密度宽频带流动台阵资料,应用网格搜索地震定位方法对甘东南2009年11月-2011年11月期间的微震进行了重新定位.在研究区内有3个以上台站记录到的微震共3 014个,比常规台网记录多1 693个.重新定位结果显示:在各断裂带附近地震分布更加密集,沿断裂呈带状或簇集状分布;震源深度分布优势范围为5～20 km,其平均深度为11 km;地震深度分布与断裂的关系密切,地震条带与断裂构造可以较好的相对应.  相似文献