首页> 外文会议>International Conference on Structural Mechanics in Reactor Technology >A STUDY ON THE SEISMIC ANALYSIS METHOD FOR INTERFACE PIPING SYSTEM MULTI-SUPPORTED BETWEEN BASE-ISOLATED BUILDING AND NON-ISOLATED BUILDING
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A STUDY ON THE SEISMIC ANALYSIS METHOD FOR INTERFACE PIPING SYSTEM MULTI-SUPPORTED BETWEEN BASE-ISOLATED BUILDING AND NON-ISOLATED BUILDING

机译:隔震建筑与非隔震建筑多接口支撑管道系统的地震分析方法研究

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A study on the application of seismic isolation system has been widely researched in order to increase the seismic safety of SSCs (Structures, Systems, and Components) for nuclear power plant (NPP). In the design of base isolated NPPs, the seismic analysis of interface piping system multi-supported between base-isolated building and non-isolated building is one of the key issues. The main steam supply piping connected to the high pressure (HP) turbine of APR1400 (1400 MW-class advanced nuclear power plant in Korea) is a typical example of interface piping system multi-supported between base-isolated building and non-isolated building, and it is routed from the Containment building (base-isolated building) to the Turbine building (non-isolated building) via the Main Steam Isolation Valve House in the Auxiliary building (base-isolated building). In the seismic analysis of this piping system based on seismic inputs developed from the study for application of base isolation system to APR1400, using the Enveloped Response Spectrum (ERS) method, a commonly used methodology for seismic analysis of piping systems in the nuclear industry, generates overly conservative analysis results. This paper performs parametric research on combination effects of responses between support groups, damping effects and modal combination method with close modes in applying the Multiple Input Response Spectrum (Independent Support Motion : ISM) method to the analysis model of the main steam interface piping. Quantitative assessment and comparison with the analysis results of the ERS method and Time History Method (THM) are also carried out. As a result, it is shown that the analysis results of the ISM method together with the SRSS combination between support groups, 4% damping with ±15% spectrum peak broadening and modal response combination methods considering the contribution of closely spaced modes are remarkably similar to those of THM.
机译:为了提高核电站(NPP)SSC(结构,系统和组件)的地震安全性,已经广泛地研究了地震隔离系统的应用。在基础隔离核电厂的设计中,基础隔离建筑物与非隔离建筑物之间多支撑的界面管道系统的抗震分析是关键问题之一。连接到APR1400(韩国1400 MW级先进核电站)的高压(HP)涡轮机的主蒸汽供应管道是在基础隔离建筑物和非隔离建筑物之间多支撑的界面管道系统的典型示例,然后通过辅助建筑(基础隔离建筑)中的主蒸汽隔离阀房将其从安全壳建筑(基础隔离建筑)路由到涡轮机建筑物(非隔离建筑)。在基于地震输入的管道系统的地震分析中,该研究是针对将基本隔离系统应用于APR1400的研究而开发的,采用的是包络响应谱(ERS)方法,这是核工业管道系统地震分析的常用方法,产生过于保守的分析结果。在将多输入响应谱(独立支撑运动:ISM)方法应用于主蒸汽接口管道分析模型中时,本文对支撑组之间的响应组合效果,阻尼效果和采用闭合模式的模态组合方法进行了参数研究。还对ERS方法和时程方法(THM)的分析结果进行了定量评估和比较。结果表明,ISM方法的分析结果与支持组之间的SRSS组合,考虑±15%谱峰展宽的4%阻尼以及考虑到紧密分布模式的贡献的模态响应组合方法的结果非常相似。 THM的那些。

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