首页> 外文会议>14th International Conference on Nuclear Engineering 2006(ICONE14) vol.3 >SEISMIC RESPONSE OF REACTOR VESSEL INTERNALS IN THE IRIS REACTOR
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SEISMIC RESPONSE OF REACTOR VESSEL INTERNALS IN THE IRIS REACTOR

机译:虹膜反应器中反应堆容器内部的地震反应

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The intent of this paper is the presentation and discussion of a methodology for the evaluation and analysis of seismic loads effects on a nuclear power plant. To help in focussing the presented methodology, a preliminary simplified analysis of an integral, medium size next generation PWR reactor structure (IRIS project, an integral configuration PWR under study by an international group) was considered as an application example also for models/codes evaluation. The performed preliminary seismic analysis, even though by no means complete, is intended to evaluate the method of calculating the effects of dynamic loads propagation to the reactor internals for structural design as well as geometrical and functional optimisation purposes. To this goal, finite element method and separated (sub) structures approaches were employed for studying the overall dynamic behaviour of the nuclear reactor vessel. The analysis was set up by means of numerical models, implemented on the MARC FEM code, on the basis of Design Response Spectra as indicated on the relevant rules for Nuclear Power Plants (NRC 1.60) design. The seismic analysis is indented to evaluate the dynamic loads propagated from the ground through the Containment System and Vessel to the Steam Generator's tubes.
机译:本文的目的是介绍和讨论一种方法,用于评估和分析核电站的地震荷载影响。为了帮助集中介绍所提出的方法,对整体中型下一代压水堆反应堆结构(IRIS项目,国际组织正在研究的整体配置压水堆)的初步简化分析被认为也是模型/代码评估的应用实例。 。进行的初步地震分析(尽管还算不完整)旨在评估用于结构设计以及几何和功能优化目的的动态载荷传播到反应堆内部的影响的计算方法。为此目的,采用有限元方法和分离(子)结构方法来研究核反应堆容器的整体动力学行为。分析是通过数字模型建立的,该模型在MARC FEM代码的基础上,根据核电厂相关规则(NRC 1.60)设计中指出的设计响应谱进行设计。进行了地震分析,以评估从地面通过安全壳系统和容器传播到蒸汽发生器管道的动态载荷。

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