某核电厂应急指挥中心基础隔震研究     

范世凯  谭平  刘德稳  周福霖 《华南地震》2014,(1):80-85

应急指挥中心是核电厂应为紧急核事故而专设的指挥中心,本文对某核电厂应急指挥中心进行基础隔震设计,分析了隔震效果;建立了各楼层的楼层反应谱,对比分析了隔震前后结构楼层反应谱与目标反应谱的关系。结果表明,隔震后结构明显降低了应急指挥中心的地震反应,同时,其楼层反应谱也大大降低,确保核电厂应急指挥中心在应急抢险中充分发挥其功能作用。  相似文献   

Two-dimensional finite volume method for dam-break flow simulation   总被引：2，自引：0，他引：2  

M. ALIPARAST 《国际泥沙研究》2009,24(1):99-107

A numerical model based upon a second-order upwind ceil-center f＇mite volume method on unstructured triangular grids is developed for solving shallow water equations. The assumption of a small depth downstream instead of a dry bed situation changes the wave structure and the propagation speed of the front which leads to incorrect results. The use of Harten-Lax-vau Leer （HLL） allows handling of wet/dry treatment. By usage of the HLL approximate Riemann solver, also it make possible to handle discontinuous solutions. As the assumption of a very small depth downstream oftbe dam can change the nature of the dam break flow problem which leads to incorrect results, the HLL approximate Riemann solver is used for the computation of inviscid flux functions, which makes it possible to handle discontinuous solutions. A multidimensional slope-limiting technique is applied to achieve second-order spatial accuracy and to prevent spurious oscillations. To alleviate the problems associated with numerical instabilities due to small water depths near a wet/dry boundary, the friction source terms are treated in a fully implicit way. A third-order Runge-Kutta method is used for the time integration of semi-discrete equations. The developed numerical model has been applied to several test cases as well as to real flows. The tests are tested in two cases： oblique hydraulic jump and experimental dam break in converging-diverging flume. Numerical tests proved the robustness and accuracy of the model. The model has been applied for simulation of dam break analysis of Torogh in Iran. And finally the results have been used in preparing EAP （Emergency Action Plan）.  相似文献   

Post-earthquake emergency assessment of building damage, safety and usability—Part 2: Organisation     

S.  M.   《Soil Dynamics and Earthquake Engineering》2008,28(3):233-244

The purpose of this paper is to describe the organisational aspects of the planning, setting up and execution of building inspection operations under emergency conditions, created by damaging earthquakes. The procedures developed herein reflect experience from damaging earthquakes in Greece and elsewhere and were tested in a pilot trial in the Greek city of Chania, with the purpose of adapting them in the overall earthquake emergency response plan of Greece. A computer program, PEADAB (for Post-Earthquake Assessment of Damaged Buildings) has been developed to support the planning and execution of such operations. Technical aspects of the operation are described in a companion paper (Part 1).  相似文献   

WebGIS技术在地震应急指挥信息系统中的应用     

杨斌  蒋晓君 《内陆地震》2008,22(1):48-54

从GIS的最新发展技术WebGIS的概念出发,研究了目前使用WebGIS的几种常见的开发方式,分析了在地震应急指挥信息系统中采用WebGIS技术对地震灾害应急指挥带来的优势,同时探讨了地震信息采集、信息处理、系统集成发布以及地震灾害评估等一系列问题的处理过程。设计研究了基于WebGIS技术建立地震应急指挥系统的理论实现过程和集成实现方案。将WebGIS技术应用在地震应急指挥信息系统中,也为处理其他灾害防御指挥信息系统提出了一种新的解决问题的途径。  相似文献   

地震现场应急指挥技术系统的结构与设计   总被引：6，自引：0，他引：6  

姜立新  吴天安  刘在涛  张建福  姜龙 《地震》2004,24(3):35-41

地震现场应急指挥工作是防震减灾的重要组成部分, 地震现场各种信息获取与传输是其重要内容, 有关灾情的资料是政府部门防震减灾决策的重要依据。 “十五”期间, 将建设地震现场应急指挥技术系统, 目前我国在这方面的研究和建设尚处于初级阶段, 其体系结构、 关键构成、 设计和实现还有许多值得进一步研究和探讨。 文中根据“九五”的建设过程, 对该技术系统的体系结构进行了论述, 提出了初步设计方案和技术框架, 并就今后发展进行了讨论。  相似文献   

国务院抗震救灾指挥部Web信息系统建设简介   总被引：2，自引：1，他引：1  

张建福  姜立新  帅向华  吴天安  刘在涛  姜龙 《地震》2005,25(2):108-114

采用软件工程和RUP(Rational Unified Process)思想, 围绕着国务院抗震救灾指挥部Web信息系统的设计和实现, 介绍了其主要功能, 阐述了其需求和用例分析、 总体设计过程, 并针对该系统中灾情信息发布模块的具体实现过程, 进行了详细的论述。 同时讨论了在开发Web信息系统过程中碰到的一些技术性问题, 并在实践中加以解决。  相似文献