Site effect on vulnerability of high-rise shear wall buildings under near and far field earthquakes     

Z. P. Wen  Y. X. Hu  K. T. Chau   《Soil Dynamics and Earthquake Engineering》2002,22(9-12):1175-1182

Worldwide experience repeatedly shows that damages in structures caused by earthquakes are highly dependent on site condition and epicentral distance. In this paper, a 21-storey shear wall-structure built in the 1960s in Hong Kong is selected as an example to investigate these two effects. Under various design earthquake intensities and for various site conditions, the fragility curves or damage probability matrix of such building is quantified in terms of the ductility factor, which is estimated from the ratio of storey yield shear to the inter-storey seismic shear. For high-rise buildings, a higher probability of damage is obtained for a softer site condition, and damage is more severe for far field earthquakes than for near field earthquakes. For earthquake intensity of VIII, the probability of complete collapse (P) increases from 1 to 24% for near field earthquakes and from 1 to 41% for far field earthquakes if the building is moved form a rock site to a site consisting a 80 m thick soft clay. For intensity IX, P increases from 6 to 69% for near field earthquake and from 14 to 79% for far field earthquake if the building is again moved form rock site to soft soil site. Therefore, site effect is very important and not to be neglected. Similar site and epicentral effects should also be expected for other types of high-rise structures.  相似文献   

Seismic hazard in Takamatsu Japan from fault trenching and paleo-liquefaction studies     

S. Hasegawa  W. D. L. Finn 《Soil Dynamics and Earthquake Engineering》2002,22(9-12):901-909

Takamatsu is a harbor city of 330,000 people on the northern shore of Shikoku Island, southwest Japan. Earthquakes in the Nankai Trough, typically of magnitude M 8+, have been considered the primary source of seismic hazard for the island and Takamatsu. A major active fault system, the Median Tectonic Line, runs across the Shikoku from east to west near the north shore. There is no documented historical seismicity associated with this major fault system in Shikoku or with associated faults such as the 20 km Nagao Fault near Takamatsu. Therefore the trenches were cut across some of the more important faults to expose the record of past seismicity. Additional data on past seismicity is derived from paleo-liquefaction studies in the Takamatsu plain. This paper describes the trenching and paleo-seismic studies and discusses the implications of the findings for seismic hazard in Takamatsu.  相似文献   

Flow and deformation failure of sandy slopes   总被引：2，自引：0，他引：2  

G. Biondi  E. Cascone  M. Maugeri 《Soil Dynamics and Earthquake Engineering》2002,22(9-12):1103-1114

The effects of earthquake induced pore pressure on seismic and post seismic stability conditions of cohesionless slopes are investigated with reference to the infinite slope scheme. In cohesionless slopes the shear strength reduction caused by pore pressure build-up may lead the slope to a deformation failure or to a flow failure if liquefaction conditions are approached. Two critical values of the seismic induced pore pressure ratio are introduced to evaluate the effect of shear strength reduction on the slope failure mechanism. The results are given in the form of stability charts and a procedure for the evaluation of the seismic stability condition is described. The procedure gives useful information about the failure mechanism that slopes may exhibit and the displacement analysis which should be carried out.  相似文献   

北祁连东段及其邻区地震滑坡的基本特征和危险区预测   总被引：3，自引：0，他引：3  

邹谨敞  邵顺妹  屈健鹏  才树华  蒋荣发 《高原地震》1996,(2)

本文根据野外调查和航片解译，研究了北祁连东段及其邻区地震滑坡的基本特征和形成条件，探讨了地震滑坡的动力机制，并在本区使用多因素模糊数学综合评判方法预测滑坡危险区。  相似文献   

青海南山断裂茶卡北山－大水桥形变带地震地质特征   总被引：3，自引：0，他引：3  

张启胜  张敏 《高原地震》1996,(2)

本文是根据１９９４年中国－法国在青海的联合地震地质考察的结果，对于位于共和盆地北缘的青海南山断裂做了简要描述，确定这是一条既古老又长期复活的断裂，且具有分段性。同时作者对于芬卡北山－大水桥形变带做了系统阐述，并根据该地区的地震地质特征，初步估定了这里曾为古地震震中所在。作者也对该地区的一组活褶皱做了介绍，并提出对于活褶皱的研究应该得到我们的充分重视。  相似文献   

全球流体通道网   总被引：10，自引：0，他引：10       下载免费PDF全文

杨文采 《地球物理学报》1998,41(5):621-633

新近取得的深反射与全球地震层析成像资料,为地球内部结构和流体通道的研究提供了一些依据．通过研究这些地震资料,可以了解地球内部物质分布状态的几何模式．综合研究表明,地球内存在流体通道网,它连通地球外核、中幔圈、软流圈和岩石圈,是固体地球系统的重要组成部分．这种通道网络象“动脉”那样把地球外核中的流体和热量向外传送,但与热羽说不同的是,不见得有对应的“静脉”存在以保持地幔质量平衡．固体地球作为多层次多要素的巨型复杂系统,其动力学过程要用浑沌理论去解释．研究地球流体活动的轨迹和吸引子,将有助于深入了解地球活动的规律性．  相似文献   

滑坡危险性分析中地震动的概率性估算及地震滑坡的危险性评判   总被引：5，自引：0，他引：5  

王赞军  江志萍  张家庆  辛莉 《高原地震》1998,(1)

论述了滑坡危险性分析中如何科学地估算地震力的问题。主要思路概括为：将滑坡体视为一个完整体系的结构物（或震动对象）,将滑坡场点视为一个工程场点,利用比较成熟的地震危险性概率分析方法计算滑坡体未来若干年内可能遭遇的不同超越概率水平下的地震峰值加速度,这种不确定性的地震加速度是由地震预报的不确定性带入的,由此计算地震力和惯性力。最后,对地震触发滑坡的机理展开讨论。  相似文献   

埋藏基岩断裂对地震波动影响的超声模拟研究   总被引：4，自引：0，他引：4       下载免费PDF全文

赵鸿儒  孙进忠 《地球物理学报》1994,37(3):382-390

地球表层的地质构造对地震波动有不容忽视的影响，研究其规律，对于探查地壳结构乃至了解地球表层动力学特征具有重要意义。应用超声模拟方法，从基岩断裂对波传播和波场分布的影响以及基岩断裂倾向对地表地震动频率的影响三个方面研究了埋藏基岩断裂对地震波动的影响，揭示了一系列现象和规律。  相似文献   

基于街景影像和手机信令数据的城市街道安全性研究     

肖通  李德平  万义良  金瑞  王柱  高伟  费玉雯 《地理与地理信息科学》2022,38(1):71-78

城市化进程加快导致街道安全性问题突出,已有研究利用城市视觉要素刻画街道安全感空间分布,忽略了街道真实安全性与安全感间的差异。该文利用街景影像和手机信令数据,结合K-means聚类算法与笛卡尔积运算模型减少“安全感知差异”,以长沙市主城区为研究案例,得到白天、夜晚及总体城市街道安全性分布:1)长沙市主城区安全感指数随圈层数增加呈波动递减趋势,主要原因是建筑视觉要素占比下降较快以及天空视觉要素占比逐步上升;2)长沙市主城区呈双圈层结构,白天高安全性、夜晚低安全性以及总体安全性最低的区域主要分布在主城区中心,具有明显的聚集现象。该研究通过对城市街道安全性和低安全性街道的分析提出街道优化建议,为城市规划提供参考。  相似文献   

影响东海海底管道安全的灾害因素   总被引：1，自引：0，他引：1  

崔征科  蔡春麟  施健  张异彪 《海洋地质前沿》2014,(1):48-54

通过多年的海底管道检测成果,分析了东海海区对管道路由存在威胁的灾害因素,认为可以分为人类活动、海流冲刷、浅部地质灾害和砂质底质等;重点探讨了拖痕、海流冲刷、浅层气和砂土液化等灾害因素的致灾机理和致灾结果,目的是加深对这些灾害的认识,以期在今后的检测中能够及时发现存在的安全隐患,并能采取相应的防范措施,确保海底管道的安全运行。  相似文献