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模块化城镇地震灾害风险评估系统设计、开发与实现 总被引：1，自引：1，他引：0
本文为满足不同用户对于地震灾害风险评估功能的需求,在对地震灾害风险评估成果进行分析整理的基础上,研究设计、开发并实现了由一系列通用功能模块组成的模块化地震灾害风险评估系统。在设计阶段确定了各模块的功能、所需数据及其相互关系,分割出一系列高内聚低耦合的功能模块;在此基础上确定系统使用MEF插件式开发框架,以功能模块为单位进行软件开发,形成多个具有特定功能、互相独立的工具包;使用WPF技术对该系统平台进行开发,通过整合各功能模块,最终形成多模块灵活组合调用、满足不同用户需求的城镇地震灾害风险动态评估系统。 相似文献
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地震现场建筑物安全性鉴定智能辅助系统应用软件开发 总被引：2，自引：1，他引：1
介绍了辅助决策系统的定义、用途与发展现状,从总体上阐述了构造地震现场建筑物安全性鉴定智能辅助系统(简称IASSAB)的意义与方法;介绍了IASSAB系统的开发策略与总体设计,讨论了系统的需求;给出了系统的功能层次结构,震损分析模块的机理,word报告自动生成实现方法,同时给出了具体的功能描述。 相似文献
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首先简要介绍了已完成的大庆油田防震减灾系统,并在其基础上详细探讨了基于WebGIS的大庆油田分布式防震减灾系统的关键技术开发,其中包括系统的技术架构、功能组成、软硬件结构、计算机语言、数据库连接和分析模块的远程调用等。同时阐述了在现有的分布式防震减灾系统的基础上扩展利用遥感信息功能的问题。 相似文献
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从技术层面出发,介绍了砂层应力分析软件系统的设计、开发过程、软件实现的功能以及相关数据处理方法的算法,同时该系统还根据小波分析方法及其原理,集成了小波分析的功能.系统运行结果表明:该系统功能实用,兼容性强,用户界面友好,为相关分析人员从砂层应力数据中提取地震前兆特征信息提供有力的技术支持. 相似文献
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我国自行设计的三向大型地震模型振动台的竖向激振系统采用动态激振系统与静力平行系统一体的结构方案，静力平衡系统采用压力闭环控制构成了动态激振缸的加载系统，本文以带有随机干扰的激振系统模型为基础，对这种具有加载系统的多自由度系统进行了分析和仿真研究。 相似文献
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以2014年浙江省地震局5个地震台站进行综合防雷系统升级改造为例,阐述浙江省数字观测台站雷击隐患,从配电系统、接地系统、通信系统和综合布线等方面出发,结合台站实际情况,对地质环境特殊的台站进行针对性防护,总结此次防雷系统改造的实际效果,分析不足之处,提出后续改造建议。 相似文献
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中国地震地球物理观测网络的核心业务软件“十五”地震前兆数据管理系统已运行十多年,随着观测数据量的增长,数据库的读取和统计查询的性能逐渐降低。此外,管理系统存在SQL注入和跨站脚本攻击等漏洞的安全问题,系统架构难以满足业务发展的需求。中国地震台网中心基于分布式组件的大数据架构,使用消息中间件和时序数据库等技术对管理系统进行重构,将原来存储于Oracle数据库中的地球物理观测数据、基础信息、产品数据等按照各自特点在时序数据库中建表,并将历史数据和增量数据都迁移到新的时序数据库,显著提升了系统读写和统计性能、数据的安全性和可用性(多副本技术)。分布式和容器化等技术的引入,增强了系统的高可用性,并可通过横向扩展进一步增加系统的处理能力。 相似文献
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概述了澳大利亚地震活动的主要特点,地震区划研究的发展历史和现状;简要地介绍了澳大利亚地震学研究中心的主要研究工作及人员构成;侧重阐述了悉尼－墨尔本地区的地震快速响应系统,包括建立系统的基本思路,系统的技术装备、结构及其功能,以及系统的实际运行情况和取得的初步效益。 相似文献
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Selection of ground motion time series and limits on scaling 总被引：4，自引：0，他引：4
Jennie Watson-Lamprey Norman Abrahamson 《Soil Dynamics and Earthquake Engineering》2006,26(5):477-482
A procedure to select time series for use in non-linear analyses that are intended to result in an average response of the non-linear system is proposed that is not based simply on magnitude, distance, and spectral shape. A simple model of a yielding system is used as a proxy for the non-linear behavior of a more complicated yielding system. As an example, Newmark displacements are used as a proxy for more complex slope-stability models. The candidate scaled time series are evaluated to find those that yield a response of the simple non-linear system that is near the expected response for the design event. Those scaled time series with responses near the expected value are selected as the optimum time series for defining average response even if the scale factors are larger than commonly accepted (e.g. scale factors >factor of 2). 相似文献
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地震作用下储罐与管道连接波纹管的动力响应 总被引：2，自引：2，他引：2
针对储罐与管道连接这个抗震薄弱环节进行研究，考虑了储罐与地基、管道与地基的相互弹性作用及流固耦合作用，使计算模型比较符合工程实际情况。将储罐罐壁看作为刚体，将波纹管部分和管道部分分别用旋转锥壳单元和空间梁单元离散化，通过分析得到波纹管与储罐连接接合面、波纹管与管道连接接合面不同单元之间的位移协调约束方程，并用罚函数法进行处理。根据流体力学速度势理论和有限元法的基本理论，利用哈密尔顿变分原理推导出储罐与管道连接波纹管系统动力分析方程，编制了系统动力分析有限元程序，计算了垂直地震激励不同场地土地基条件下储罐与管道连接波纹管位移响应。 相似文献
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现代的日地物理学是把太阳－行星际空间－地球作为一个统一的体系，研究体系中各层次的动力学过程及各层次间的相互耦合作用。太阳活动是引起该系统变化和扰动的主要源，太阳活动的研究在日地物理研究中受到特别的重视。太阳活动现象依其变化速率可被分成缓变型与爆发型两类。本文叙述日地系统学中缓变型大阳活动的研究进展，并且讨论它在９０年代所面临的问题。 相似文献
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R. C. Curi T. E. Unny K. W. Hipel K. Ponnambalam 《Stochastic Environmental Research and Risk Assessment (SERRA)》1995,9(1):13-32
Distributed parameter filtering theory is employed for estimating the state variables and associated error covariances of a dynamical distributed system under highly random tidal and meteorological influences. The stochastic-deterministic mathematical model of the physical system under study consists of the shallow water equations described by the momentum and continuity equations in which the external forces such as Coriolis force, wind friction, and atmospheric pressure are considered. White Gaussian noises in the system and measurement equations are used to account for the inherent stochasticity of the system. By using an optimal distributed parameter filter, the information provided by the stochastic dynamical model and the noisy measurements taken from the actual system are combined to obtain an optimal estimate of the state of the system, which in turn is used as the initial condition for the prediction procedure. The approach followed here has numerical approximation carried out at the end, which means that the numerical discretization is performed in the filtering equations, and not in the equations modelling the system. Therefore, the continuous distributed nature of the original system is maintained as long as possible and the propagation of modelling errors in the problem is minimized. The appropriateness of the distributed parameter filter is demonstrated in an application involving the prediction of storm surges in the North Sea. The results confirm excellent filter performance with considerable improvement with respect to the deterministic prediction. 相似文献
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R. C. Curi T. E. Unny K. W. Hipel K. Ponnambalam 《Stochastic Hydrology and Hydraulics》1995,9(1):13-32
Distributed parameter filtering theory is employed for estimating the state variables and associated error covariances of a dynamical distributed system under highly random tidal and meteorological influences. The stochastic-deterministic mathematical model of the physical system under study consists of the shallow water equations described by the momentum and continuity equations in which the external forces such as Coriolis force, wind friction, and atmospheric pressure are considered. White Gaussian noises in the system and measurement equations are used to account for the inherent stochasticity of the system. By using an optimal distributed parameter filter, the information provided by the stochastic dynamical model and the noisy measurements taken from the actual system are combined to obtain an optimal estimate of the state of the system, which in turn is used as the initial condition for the prediction procedure. The approach followed here has numerical approximation carried out at the end, which means that the numerical discretization is performed in the filtering equations, and not in the equations modelling the system. Therefore, the continuous distributed nature of the original system is maintained as long as possible and the propagation of modelling errors in the problem is minimized. The appropriateness of the distributed parameter filter is demonstrated in an application involving the prediction of storm surges in the North Sea. The results confirm excellent filter performance with considerable improvement with respect to the deterministic prediction. 相似文献
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Dryver Huston Jing Qiong Hu Kenneth Maser William Weedon Chris Adam 《Journal of Applied Geophysics》2000,43(2-4)
Ground Penetrating Radar (GPR) has been investigated as a non-destructive method for evaluating damage in concrete structures. However, the commercially available techniques are limited to detection of gross quantities of deterioration, due to the limited resolution of the system. The objective of this research is to evaluate a ground penetrating radar system with a novel Good Impedance Match Antenna (GIMA) for concrete structural assessment. This system has the capacity to detect concrete cracks as small as 1 mm thick, while being able to reflect from and detect features at depths of up to 360 mm. Laboratory results of testing of the GIMA antenna by using a step-frequency and a high-frequency impulse system are presented. The experimental results reveal that the GIMA antenna is capable for use in frequency ranges, at least as broad as 500 Mhz to 6 GHz for the step-frequency and 1 to 16 GHz for the high-frequency impulse system. 相似文献