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PRELIMINARY RESEARCH ON THE ELIMINATION OF OBE IN THE SEISMIC DESIGN OF NPP

机译:关于消除奥伯斯的抗震设计中奥伯的初步研究

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Two levels of seismic, i.e. OBE and SSE, are conventionally considered in the seismic design of nuclear power plants. OBE is formerly set to equal to one half of SSE. In Advanced Light Water Reacter User Requirements Documents (ALWR-URD), US EPRI recommented to decrease OBE to one third of SSE. In the standard design of third generation of nuclear power plants, such as AP1000 of Westinghouse and EPR of AREVA, OBE was eliminated and substituted by lower level earthquake. In AP1000 standard design, OBE was decreased to one third of SSE and explicit analysis on OBE in the seimic design analyses is not required. Literatures and reports related to the regulatory requirements of seismic design are reviewed to study the reasons and means to be taken to address the issue of elimination of OBE from the design analyses of NPP. It will provide guidelines on the issue of elimination of OBE from seimic analysis of NPP design in China.
机译:两级地震,即Obe和SSE,在核电站的地震设计中传统上被考虑。奥佩以前设定为等于SSE的一半。在先进的轻型水反应机用户要求文件(ALWR-URD)中,美国EPRI应重建为减少奥贝尔到三分之一的SSE。在第三代核电站的标准设计中,例如AP1000的西屋和艾莎EPR,OBE被较低水平地震取代并取代。在AP1000标准设计中,OBE减少到SSE的三分之一,并不需要对奥格尔的奥贝进行明确分析。综述了与地震设计监管要求相关的文献和报告,研究了从NPP设计分析中消除OBE问题的原因和手段。它将提供关于消除奥贝尔奥伯的分析分析在中国的核磁共振设计问题的指导方针。

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