基于GIS的地震应急态势标绘技术研究   总被引：1，自引：0，他引：1  

徐敬海  徐徐  聂高众  胡诚诚 《武汉大学学报(信息科学版)》2011,(1):66-70

提出了地震应急态势标绘元素的分类体系,并设计基于此体系的态势标绘元素的可视化符号库,此符号库包括:基元符号层、单元符号层和表现符号层。研究了态势标绘元素基于GIS的显示方法与实现流程,采用基于哈希表的虚拟图层控制器实现态势符号的显示管理。建设南京市地震突发事件救灾应急平台,在平台中实现态势标绘模块。通过实际应急演练,验证了本研究的态势标绘技术的可行性和有效性。  相似文献   

渭河盆地中土层场地对地震动的放大作用   总被引：11，自引：1，他引：10       下载免费PDF全文

王海云 《地球物理学报》2011,54(1):137-150

土层场地对地震动的影响较大,建(构)筑物的选址及其抗震设防必须考虑土层场地的放大作用,以避免或减轻其震害.汶川地震中,布设在渭河盆地中的数字强震动台网共有27个台站(包括2个基岩台站和25个土层台站)获得良好的主震加速度时程.利用这些加速度时程,选择汤峪台做为参考场地,基于考虑几何衰减的传统谱比法分析研究了25个土层场...  相似文献   

2008年汶川Ms8.0地震前龙门山—岷山构造带的地震活动性参数与地震视应力分布   总被引：4，自引：1，他引：3       下载免费PDF全文

易桂喜  闻学泽  辛华  乔慧珍  龙锋  王思维 《地球物理学报》2011,54(6):1490-1500

本文利用网川区域台网最近30多年的地震资料,计算了2008年四川汶川MS8.0地震前沿龙门山—岷山构造带的多个地震活动性参数(包括震级-频度关系中的a、6与a/6值,复发间隔丁r值),同时,计算了震前2年多的时间内ML≥3.5地震的视应力.在此基础上分析了地震活动性参数值和地震视应力的空间分布与汶川主震破裂范围、MS≥...  相似文献   

2010年玉树MS7.1地震前的中长期加速矩释放(AMR)问题   总被引：3，自引：0，他引：3       下载免费PDF全文

蒋长胜  吴忠良 《地球物理学报》2011,54(6):1501-1510

2010年4月14日青海玉树MS7.1地震前的加速矩释放(AMR)现象的研究,对理解这次地震的孕震过程、对于时间相依的地震危险性分析(或中长期地震预测)具有重要意义.鉴于以往AMR研究中的争论,本文不刻意选取AMR分析的时空尺度,而是在已知发震时刻和震中位置情况下,对T-R-MC三维空间中矩释放指数m值的分布进行分析,...  相似文献   

汶川MS8.0级大震前天基与陆基电场资料联合应用研究   总被引：3，自引：0，他引：3       下载免费PDF全文

安张辉  杜学彬  范莹莹  刘君  谭大诚  陈军营  解滔 《地球物理学报》2011,54(11):2876-2884

利用边际谱方法对2008年5月12日四川汶川地震前天基和陆基电场变化情况进行了联合分析研究,结果表明:(1)空间电场方面,由重复轨道和连续轨道电场边际谱演化看出,电离层电场从2008年4月27日左右开始,其边际谱出现了明显的增强现象(增大1~2个量级),这种现象一直持续到汶川地震发生.(2)陆基电场方面,中法合作的松山...  相似文献   

System identification of a building from multiple seismic records     

Hasan S. Ulusoy  Maria Q. Feng  Paul J. Fanning 《地震工程与结构动力学》2011,40(6):661-674

This paper describes the identification of finite dimensional, linear, time‐invariant models of a 4‐story building in the state space representation using multiple data sets of earthquake response. The building, instrumented with 31 accelerometers, is located on the University of California, Irvine campus. Multiple data sets, recorded during the 2005 Yucaipa, 2005 San Clemente, 2008 Chino Hills and 2009 Inglewood earthquakes, are used for identification and validation. Considering the response of the building as the output and the ground motion as the input, the state space models that represent the underlying dynamics of the building in the discrete‐time domain corresponding to each data set are identified. The time‐domain Eigensystem Realization Algorithm with the Observer/Kalman filter identification procedure are adopted in this paper, and the modal parameters of the identified models are consistently determined by constructing stabilization diagrams. The four state space models identified demonstrate that the response of the building is amplitude dependent with the response frequency and damping, being dependent on the magnitude of ground excitation. The practical application of this finding is that the consistency of this building response to future earthquakes can be quickly assessed, within the range of ground excitations considered (0.005g–0.074g), for consistency with prior response—this assessment of consistent response is discussed and demonstrated with reference to the four earthquake events considered in this study. Inclusion of data sets relating to future earthquakes will enable the findings to be extended to a wider range of ground excitation magnitudes. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Optimal design of superelastic‐friction base isolators for seismic protection of highway bridges against near‐field earthquakes     

Osman E. Ozbulut  Stefan Hurlebaus 《地震工程与结构动力学》2011,40(3):273-291

The seismic response of a multi‐span continuous bridge isolated with novel superelastic‐friction base isolator (S‐FBI) is investigated under near‐field earthquakes. The isolation system consists of a flat steel‐Teflon sliding bearing and a superelastic NiTi shape memory alloy (SMA) device. The key design parameters of an S‐FBI system are the natural period of the isolated bridge, the yielding displacement of the SMA device, and the friction coefficient of the sliding bearings. The goal of this study is to obtain optimal values for each design parameter by performing sensitivity analysis of a bridge isolated by an S‐FBI system. First, a three‐span continuous bridge is modeled as two‐degrees‐of‐freedom with the S‐FBI system. A neuro‐fuzzy model is used to capture rate‐ and temperature‐dependent nonlinear behavior of the SMA device. Then, a set of nonlinear time history analyses of the isolated bridge is performed. The variation of the peak response quantities of interest is shown as a function of design parameters of the S‐FBI system and the optimal values for each parameter are evaluated. Next, in order to assess the effectiveness of the S‐FBI system, the response of the bridge isolated by the S‐FBI system is compared with the response of the non‐isolated bridge and the same bridge isolated by pure‐friction (P‐F) sliding isolation system. Finally, the influence of temperature variations on the performance of the S‐FBI system is evaluated. The results show that the optimum design of a bridge with the S‐FBI system can be achieved by a judicious specification of design parameters. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Tall building vibration control using a TM‐MR damper assembly     

Rene Zemp  Juan C. de la Llera  José L. Almazán 《地震工程与结构动力学》2011,40(3):339-354

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Theory and experimental study for sliding isolators with variable curvature     

Lyan‐Ywan Lu  Shih‐Wei Yeh 《地震工程与结构动力学》2011,40(14):1609-1627

Because a conventional isolation system with constant isolation frequency is usually a long‐period dynamic system, its seismic response is likely to be amplified in earthquakes with strong long‐period wave components, such as near‐fault ground motions. Seismic isolators with variable mechanical properties may provide a promising solution to alleviate this problem. To this end, in this work sliding isolators with variable curvature (SIVC) were studied experimentally. An SIVC isolator is similar to a friction pendulum system (FPS) isolator, except that its sliding surface has variable curvature rather being spherical. As a result, the SIVC's isolation stiffness that is proportional to the curvature becomes a function of the isolator displacement. By appropriately designing the geometry of the sliding surface, the SIVC is able to possess favorable hysteretic behavior. In order to prove the applicability of the SIVC concept, several prototype SIVC isolators, whose sliding surfaces are defined by a sixth‐order polynomial function, were fabricated and tested in this study. A cyclic element test on the prototype SIVC isolators and a shaking table test on an SIVC isolated steel frame were all conducted. The results of both tests have verified that the prototype SIVC isolators do indeed have the hysteretic property of variable stiffness as prescribed by the derived formulas in this study. Moreover, it is also demonstrated that the proposed SIVC is able to effectively reduce the isolator drift in a near‐fault earthquake with strong long‐period components, as compared with that of an FPS system with the same friction coefficient. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

汶川地震前后地震波速比和视速度变化特征的研究   总被引：5，自引：0，他引：5       下载免费PDF全文

王林瑛  李艳娥  李芳  李广平  张天中  包淑娴  苏金蓉 《地震学报》2011,33(1):1-14

2008年5月12日在中国四川省境内龙门山断裂带发生了8级巨大地震．在其主震前后随着震源区附近应力状态的改变,地壳介质的物性是否也存在相应的异常变化过程？该问题成为汶川地震研究的热点科学问题之一．本研究搜集和整理了中国地震局四川数字地震台网2001年1月1日-2010年5月31日产出的震相观测报告,和中国地震局地球物理研究所流动数字地震台网2008年5月12日——9月30日产出的震相观测报告,采用多台和达法和多地震联合测定法,根据入选的直达波Pg和Sg的震相数据,重点研究了龙门山断裂及其附近地区的P波和S波视速度的时间变化特征,并与波速比的时间变化特征进行了对比分析．为保证计算结果的可靠性和稳定性,对所收集到的数据进行了较为严格的筛选和限定．研究发现,龙门山断裂及其附近地区,在汶川地震前P波和S波视速度存在4年左右的明显降低过程,到震前约半年出现快速恢复．在震前P波和S波的视速度明显降低的过程中,波速比的低值异常过程仅为2年多,且幅度小持续时间较短．在波速比和视速度异常发展的进程中,进入发震中短期异常快速恢复是两者的共同特征．   相似文献