首页> 外文会议>International conference on structural mechanics in reactor technology >CERTIFIED SEISMIC DESIGN RESPONSE SPECTRA AND TIME HISTORY GENERATION FOR ADVANCED REACTOR LICENSE SUBMITTAL
【24h】

CERTIFIED SEISMIC DESIGN RESPONSE SPECTRA AND TIME HISTORY GENERATION FOR ADVANCED REACTOR LICENSE SUBMITTAL

机译:高级反应堆许可提交的认证地震设计响应谱和时间历史生成

获取原文

摘要

This paper presents a summary of the work performed to develop certified seismic design response spectra (CSDRS) and compatible acceleration time histories for designing small modular reactors (SMRs) developed by NuScale Power. The intent is to submit the design to the United States Nuclear Regulatory Commission (NRC), and the CSDRS will be used to design the systems, structures, and components (SSCs) for a generic site design control document (DCD). Historically, when submitting a license for generic nuclear power plant (NPP) design vendors utilized the response spectra described in Regulatory Guide 1.60 and anchored the zero period acceleration (ZPA) at 0.3g. This approach, while technically sound typically resulted in some rework when actual site specific data was available, usually in the combined operating license process; the spectral shape from generic spectra varied from the spectral shape of the site specific spectra. As such an effort was undertaken to envelope actual site specific spectra with the intent to develop a more realistic and bounding CSDRS for the licensing of new nuclear power plants (NPPs) at generic sites. In addition, the reactor building for the NuScale power plant is a deeply embedded structure. For performing seismic soil-structure interaction (SSI) analysis to determine the seismic design responses, synthetic time histories need to be developed to match the target seismic response spectra. For the design, the target response spectra are the CSDRS and Generic High Frequency Hard Rock Response Spectra (GHFHRRS). The synthetic time histories are based on criteria from ASCE/SEI 43-05 and the NRC Standard Review Plan (NUREG 0800) Section 3.7.1. The spectral amplitudes resulting from the synthetic time histories are compared with the target spectra for 5% damping and found acceptable to meet the criteria. The range of frequencies considered is from 0.1 Hz to 100 Hz for the CSDRS and 0.1 Hz to 120 Hz for GHFHRRS. The total duration of the synthetic time history is 24 seconds. All three orthogonal (North-South, East-West and Vertical) synthetic time histories are statistically independent, meeting the cross coupling coefficients to be far less than the acceptable value of 0.16.
机译:本文总结了为开发由NuScale Power开发的小型模块化反应堆(SMR)而开发的认证地震设计响应谱(CSDRS)和兼容的加速时间历史的工作摘要。目的是将设计提交给美国核监管委员会(NRC),并将使用CSDRS设计通用站点设计控制文档(DCD)的系统,结构和组件(SSC)。从历史上看,在向通用核电站(NPP)设计提交许可证时,供应商会使用监管指南1.60中描述的响应光谱,并将零周期加速度(ZPA)固定在0.3g。这种方法虽然在技术上是合理的,但通常在合并的操作许可过程中,当可获得实际的特定于站点的数据时,通常会导致一些返工;通用光谱的光谱形状与特定地点光谱的光谱形状有所不同。因此,人们进行了努力,将实际站点的特定频谱包起来,以期开发出更现实,更具有约束力的CSDRS,以在通用站点授予新核电站(NPP)的许可。此外,NuScale电厂的反应堆建筑物是一个深埋的结构。为了进行地震土-结构相互作用(SSI)分析以确定地震设计响应,需要开发合成时间历史以匹配目标地震响应谱。对于设计,目标响应谱是CSDRS和通用高频硬岩响应谱(GHFHRRS)。综合时间历史记录基于ASCE / SEI 43-05和NRC标准审查计划(NUREG 0800)第3.7.1节的标准。将合成时间历史记录产生的光谱幅度与目标光谱进行5%阻尼比较,发现其符合标准。对于CSDRS,考虑的频率范围是0.1 Hz至100 Hz,对于GHFHRRS,考虑的频率范围是0.1 Hz至120 Hz。合成时间历史的总持续时间为24秒。所有三个正交(南北,东西向和垂直)合成时间历史记录在统计上都是独立的,满足的交叉耦合系数远远小于可接受的值0.16。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号