云平台下地震监测台网软件系统的应用方案研究

针对数字化地震台网JOPENS软件系统的技术特点及功能需求,在对当前各种主流云计算平台进行比较的基础上,基于较为合适的阿里云计算平台,提出了在云环境下部署JOPENS系统的应用方案。测试结果表明JOPENS系统部署在云环境下能够提升测震台网中心运行的稳定性及可扩展性,并节约运行维护成本。该研究对于当前三网融合新形势下云南省地震台网的建设及运行工作具有借鉴意义。     

求解地震静校正问题的双尺度反演方法

通过对地震静校正问题的分析,综合线性反演方法的计算速度快和非线性反演方法寻找全局最优解能力强的优点,提出了求解地震静校正问题的双尺度反演方法.在大尺度下采用非线性反演方法为小尺度下的线性反演计算初始模型,利用小尺度下的线性反演方法获得精细模型.对反演参数的选取进行了讨论,使双尺度反演算法具有自适应的特点.理论模型和实际资料的计算表明该方法计算结果精度高、计算速度快.     

基于探空资料的江西典型冻雨天气过程垂直结构分析

利用探空资料和地面观测资料,对1959—2008年发生在江西的典型冻雨天气过程的大气垂直结构进行了分析。结果表明:冻雨的形成与大气饱和层、冰晶层、暖层、逆温层、冷层及特征物理量等因素的关系密切。对流层中下层的大气呈饱和或准饱和的逆温状态,饱和层顶位于暖层之上是冻雨发生的主要层结特征。冰晶层底部的平均高度为675hPa,平均厚度为2309m;暖层底部的平均高度为834hPa,平均温度为4.1℃,平均厚度为1765m;逆温层的平均温差为7.5℃;冷层的平均厚度为1668m,平均最低温度为-3.9℃;平均地面最低温度为-1.2℃;冻雨发生时大气整层比湿积分指数须增大为1000以上,干暖盖强度指数须降到-5℃以下。     

瞬态瑞雷波法在工程检测中的应用研究

本文简要介绍了瞬态瑞雷波法的工作原理,野外观测及数据采集系统,并总结出了资料处理解释流程图,同时从工程实践出发,探讨了该项新技术应用于高速公路建设中的优点,存在问题及未来发展趋势。     

CSS集群技术在地震核心网中的应用

随着网络虚拟化技术的发展,以及地震系统业务内容的扩展,原地震行业网络核心层从性能上已逐渐难以满足需求。为保障网络可靠高效运转,同时为满足地震行业网络零中断的需求,利用新一代CSS交换机集群技术,采用中间设备临时接管的方法,对地震核心网进行了平滑改造升级,通过升级简化了网络结构,提高了网络效能。     

复杂地表边界元-体积元波动方程数值模拟

复杂近地表引起来自深部构造的地震反射信号振幅和相位的异常变化,是影响复杂近地表地区地震资料品质的主要原因.本文采用边界元-体积元方法,通过求解含复杂地表的波动积分方程,来模拟地震波在复杂近地表构造中的传播.其中,边界元法模拟地形起伏和表层地质结构对地震波传播的影响;体积元法模拟起伏地表下非均质低降速层的影响.与其他数值模拟方法比较,其主要优点为几何上精确描述不规则地表界面,实现精确模拟自由表面对地震波的边界散射;显式应用近地表地层界面的连续边界条件,实现半解析的数值模拟;分区处理近地表复杂结构,有效模拟复杂地表下非均匀介质对地震波场的体散射.数值试验结果表明了该方法的实用性和有效性.     

Numerical modelling of the transverse dynamic behaviour of circular tunnels in clayey soils

In this paper, different approaches aimed at investigating the dynamic behaviour of circular tunnels in the transverse direction are presented. The analysed cases refer to a shallow tunnel built in two different clayey deposits. The adopted approaches include 1D numerical analyses performed modelling the soil as a single-phase visco-elastic non-linear medium, the results of which are then used to evaluate the input data for selected analytical solutions proposed in the literature (uncoupled approach), and 2D fully coupled FE simulations adopting visco-elastic and visco-elasto-plastic effective stress models for the soil (coupled approach). The results are proposed in terms of seismic-induced loads in the transverse direction of the tunnel lining. The different constitutive hypotheses adopted in the coupled numerical approach prove to play a significant role on the results. In particular, the plasticity-based analyses indicate that a seismic event can produce a substantial modification of loads acting in the lining, leading to permanent increments of both hoop force and bending moment.     

Seismic stratigraphy and subsidence analysis of the southern Brazilian margin (Campos,Santos and Pelotas basins)

The Campos, Santos and Pelotas basins have been investigated in terms of 2D seismo-stratigraphy and subsidence. The processes controlling accommodation space (e.g. eustacy, subsidence, sediment input) and the evolution of the three basins are discussed. Depositional seismic sequences in the syn-rift Barremian to the drift Holocene basin fill have been identified. In addition, the subsidence/uplift history has been numerically modeled including (i) sediment flux, (ii) sedimentary basin framework, (iii) relation to plate-tectonic reconfigurations, and (iv) mechanism of crustal extension. Although the initial rift development of the three basins is very similar, basin architecture, sedimentary infill and distribution differ considerably during the syn-rift sag to the drift basin stages. After widespread late Aptian–early Albian salt and carbonate deposition, shelf retrogradation dominated in the Campos Basin, whereas shelf progradation occurred in the Santos Basin. In the Tertiary, these basin fill styles were reversed: since the Paleogene, shelf progradation in the Campos Basin contrasts with overall retrogradation in the Santos Basin. In contrast, long-term Cretaceous–Paleogene shelf retrogradation and intense Neogene progradation characterize the Pelotas Basin. Its specific basin fill and architecture mainly resulted from the absence of salt deposition and deformation. These temporally and spatially varying successions were controlled by specific long-term subsidence/uplift trends. Onshore and offshore tectonism in the Campos and Santos basins affected the sediment flux history, distribution of the main depocenters and occurrence of hydrocarbon stratigraphic–structural traps. This is highlighted by the exhumation and erosion of the Serra do Mar, Serra da Mantiqueira and Ponta Grossa Arch in the hinterland, as well as salt tectonics in the offshore domain. The Pelotas Basin was less affected by changes in structural regimes until the Eocene, when the Andean orogeny caused uplift of the source areas. Flexural loading largely controlled its development and potential hydrocarbon traps are mainly stratigraphic.     

准东石油基地幼儿园抗震鉴定与加固

结合准东石油基地幼儿园的抗震鉴定与加固实例,在对原结构抗震措施鉴定和分析验算的基础上,介绍了房屋结构薄弱部位的加固做法。对类似项目的结构加固有一定的参考价值。