多层垂直对称轴横向各向同性介质精确走时计算   总被引：1，自引：0，他引：1       下载免费PDF全文

唐巍  李磊 《地震学报》2008,30(4):367-376

给出了计算多层垂直对称轴横向各向同性（VTI）介质精确射线路径和走时的方法,所用的体波相速度公式、群速度公式和Snell定律都是严格的显式解析公式. 任意基本波的射线路径和走时计算问题都可以转化成一个等效的透射问题,再用文中的公式来计算,具体实现方法用一个多次波和一个首波的实例给出. 最后分别用精确公式和Thomsen近似公式计算了相同模型相同基本波的走时曲线. 比较两者计算结果可发现, 近似公式反复使用会使误差积累,同时揭示了近似公式适用范围的局限性,强调了使用近似公式需要注意其适用范围的重要性.   相似文献   

Probabilistic aftershock hazard assessment II: application of strong ground motion simulations   总被引：1，自引：1，他引：0  

František Gallovič  Johana Brokešová 《Journal of Seismology》2008,12(1):65-78

Probabilistic aftershock hazard assessment (PAHA) has been introduced by Wiemer (Geophys Res Lett 27:3405–3408, 2000). The method, in its original form, utilizes attenuation relations in evaluating peak ground velocity (PGV) exceedence probability. We substitute the attenuation relations together with their uncertainties by strong ground motion simulations for a set of scenarios. The main advantage of such an approach is that the simulations account for specific details of the aftershock source effects (faulting style, slip distribution, position of the nucleation point, etc.). Mean PGVs and their standard deviations are retrieved from the simulation results obtained by the new hybrid k-squared source model, and they are used for the PAHA analysis at a station under study. The model chosen for the testing purposes is inspired by the Izmit A25 aftershock (M _w  = 5.8) that occurred 26 days after the mainshock. The PAHA maps are compared with (1) those obtained by the use of attenuation relations and (2) the peak values of ten selected strong-motion recordings written by the aftershock at epicentral distances <50 km. We conclude that, although the overall hazard decay with increasing fault distance is similar, the PAHA maps obtained by the use of simulations exhibit remanent radiation pattern effect and prolongation in the strike direction due to the directivity effect pronounced for some of the scenarios. As regard the comparison with real data, we conclude that the PAHA maps agree with observed peak values due to appropriate attenuation model adopted in the analysis.  相似文献   

Probabilistic aftershock hazard assessment I: numerical testing of methodological features   总被引：1，自引：1，他引：0  

František Gallovič  Johana Brokešová 《Journal of Seismology》2008,12(1):53-64

Probabilistic aftershock hazard assessment (PAHA, Wiemer, Geoph Res Lett 27:3405–3408, 2000), provided for California within the frame of the STEP project, is based on a methodology, two features of which are addressed in detail: (1) the parameters of Omori’s law and (2) application of attenuation relations in evaluating peak ground velocity exceedence probability. Concerning the first point, we perform a simple parametric study. We assume the generalized Omori’s law by Shcherbakov et al. (Geoph Res Lett 31:L11613, 2004), in which characteristic time c scales with aftershock magnitude. The study shows that, among all the parameters, the hazard is most sensitive to the choice of m* (controlling the overall aftershock productivity) and least sensitive to the scaling of c. We also conclude that the hazard is mainly due to very early (less than 1 day) aftershocks. As regards the second point, we employ various attenuation relations from different tectonic areas to study their effect on the hazard analysis. We conclude that the resulting variations are relatively large, comparable to those obtained for varying m*.  相似文献   

On the Occurence of Extreme Events in Long-term Correlated and Multifractal Data Sets     

Mikhail I. Bogachev  Jan F. Eichner  Armin Bunde 《Pure and Applied Geophysics》2008,165(6):1195-1207

We review recent studies of the statistics of return intervals (i) in long-term correlated monofractal records and (ii) in multifractal records in the absence (or presence) of linear long-term correlations. We show that for the monofractal records which are long-term power-law correlated with exponent γ, the distribution density of the return intervals follows a stretched exponential with the same exponent γ and the return intervals are long-term correlated, again with the same exponent γ. For the multifractal record, significant differences in scaling behavior both in the distribuiton and correlation behavior of return intervals between large events of different magnitudes are demonstrated. In the absence of linear long-term correlations, the nonlinear correlations contribute strongly to the statistics of the return intervals such that the return intervals become long-term correlated even though the original data are linearly uncorrelated (i.e., the autocorrelation function vanishes). The distribution density of the return intervals is mainly described by a power law.  相似文献   

黄土高原西部黄土工程物理性质及其成因   总被引：4，自引：1，他引：3  

岳应利 《中国沙漠》2004,24(6):680-684

根据甘肃东部11个剖面黄土微结构、湿陷系数、凝聚力的测定和西安刘家坡剖面孔隙测定, 研究了黄土孔隙度、湿陷性、抗剪强度及颗粒成分在垂向上的变化规律和成因。结果表明, 孔隙度高、湿陷强和抗剪强度弱的层位是风化成壤弱的黄土层, 孔隙度低、湿陷弱和抗剪强度大的层位是红色古土壤或风化成壤强的黄土层。黄土地层工程物理性质在垂向上具有波动变化特征。第四纪冷干与温湿气候的交替和由此产生的成壤过程变化, 是造成黄土地层工程物理性质波动变化的根本原因。黄土湿陷性是在干旱与半干旱地区弱的成壤过程中产生的, 是草原地带灰黄色土壤具有的特征。在不同地区, 湿陷性黄土分布深度存在差别。干旱区分布深度比湿润区大。在干旱区, 强湿陷黄土分布深度可达12m, 中等湿陷黄土可达17m, 弱湿陷黄土可达20m以上。  相似文献   

动力时程响应的加卸载响应比描述研究     

石崇  徐卫亚  周家文  周先齐 《岩土力学》2007,28(Z1):743-747

借鉴地震预报中的加卸载响应比理论,将作用在动力模型上的地震力视为加卸载,采用动力有限单元法和加卸载响应比理论开展全时程动力分析,建立了地震加卸载响应模型,采用相对位移(速度、加速度)作为响应参数,对地震过程加卸载响应比理论在动力响应预报方面进行了有益探索。结果表明,由于相对响应参数比绝对响应参数更能体现动力模型的变形趋势,反映动力荷载的作用机制;以加卸载响应比判断地震稳定性,是可以反映动力响应程度大小的一种有效方法。  相似文献   

云南城市经济影响区空间组织演变规律   总被引：4，自引：0，他引：4  

吴启焰  陈浩 《地理学报》2007,62(12):1244-1252

对1990-2004 年云南省城镇发展差异进行分析,发现自20 世纪90 年代以来云南省城市综合实力总体呈差异扩大的趋势,表现出小城市发展缓慢且分化不明显,少数高位城市极化,在空间呈现明显的核心-边缘倾向等特征。其后,进一步展示云南省城市经济影响区空 间演化的阶段性规律：① 20 世纪90 年代以前云南省城市经济影响区被特殊的地理环境分割 成破碎且难以整合的小型离散化的格局;② 自20 世纪90 年代以来,随着地区工业化和城市 化加速进行,交通通讯网络的发育和辐射,中小城市得以发育,伴随于城市经济影响区空间 扩张与收缩,云南省城市经济影响区逐渐从单层离散分布演变为三层嵌套结构,并不断朝更高级的结构形态演进,即云南省城市经济影响区空间呈现显著的、由小规模离散分布阶段、过渡转型阶段到嵌套复合阶段的时空演化序列。最后,针对这种时空演化序列,笔者解析出云南省城市经济影响区在不同时空条件组合下的三种空间扩展类型：单向拓展类型、多向拓展类型和邻接扩展类型。  相似文献   

作为CAS的复杂城市地理系统的SOC性质   总被引：1，自引：0，他引：1  

刘继生  陈彦光 《地理科学》2007,27(2):129-135

将城市作为复杂适应性系统(CAS)研究其自组织临界性(SOC)具有重要的理论意义和实践价值,这方面的探索工作刚刚开始。本文从城市的地理空间角度出发,论证城市是一种复杂适应性系统。城市在本质上是不可还原的,我们可以根据积木的机制将城市分解,但分解的结果对解释城市的复杂行为丝毫没有帮助。由于城市和城市体系都具有分形结构、服从Z ipf定律,且具有1/f噪声的特征,由此判断城市地理系统具有自组织临界性质。自组织临界性与复杂性适应性立论的视角不同,但可以统一于“混沌的边缘”这一概念。  相似文献   

宁夏地表湿润状况及极端干湿事件演变规律   总被引：11，自引：5，他引：6  

郑广芬  陈晓光  赵光平  纳丽  孙银川 《中国沙漠》2007,27(2):326-330

利用宁夏1961—2004年月平均气温、月降水量资料,计算了地表湿润指数,以此为基础对宁夏地表湿润状况及极端干湿事件的分布特征进行了较为深入的研究。结果表明:近40多年来,宁夏大致经历了冷湿期、冷干期、暖干期;自20世纪60年代以来,宁夏年极端干旱频率有增加的趋势,极端湿年高频区逐渐缩小; 80年代以来,宁夏极端干旱年事件高频区明显扩大;不同气候型态下,极端干湿事件频率具有明显差异,冷干期极端干旱事件最多,极端湿润事件最少,冷湿期极端干旱频率最小,极端湿润频率最大。  相似文献   

基于微观力学机制的各向异性结构性砂土的本构模型研究     

蒋明镜  周卫  刘静德  李涛 《岩土力学》2016,37(12):3347-3355

在岩土破损力学基础上,基于微观破损机制,提出了考虑各向异性的结构性砂土本构理论。采用Lade-Duncan强度准则考虑中主应力对抗剪强度的影响;采用考虑颗粒排列组构的各向异性状态变量A反映各向异性对土体强度和变形的影响;通过相似扩大重塑土的屈服面反映结构性对土性的影响;通过引入非相关联流动法则考虑各向异性和结构性对土体塑性变形的影响。同时,将基于微观力学机制的损伤演化规律引入结构性土的硬化规律;该硬化规律同时考虑了塑性体积应变和剪切应变对各向异性结构性土强度的影响。然后将该模型用于模拟室内三轴压缩试验,初步验证了该模型的合理性和适用性。  相似文献