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Seismic Isolation of Reactor Assembly for a Fixed Base Accelerator Driven System Reactor Building
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作者 Bong Yoo Didier De Bruyn 《Journal of Civil Engineering and Architecture》 2016年第2期203-210,共8页
In the SILER (Seismic-Initiated events risk mitigation in LEad-cooled Reactors) Project, it is interesting to apply seismic isolation technology for the reactor assembly of the fixed base reactor building for ADS (... In the SILER (Seismic-Initiated events risk mitigation in LEad-cooled Reactors) Project, it is interesting to apply seismic isolation technology for the reactor assembly of the fixed base reactor building for ADS (Acceleration Driven System) heavy liquid reactor MYRRHA (Multipurpose Hybrid Research Reactor for High-Tech Application) which contains the most critical safety related components, such as reactor vessel, safe shutdown and control rod mechanisms, primary heat exchangers, primary pumps, spoliation target assembly and fuel assemblies, etc. The purpose of this paper is to investigate the possibility of an application of a partial seismic isolation to the safety critical components only, here, the reactor assembly. This paper presents the preliminary analysis results of the isolated reactor assembly and compares these with those of seismic isolated ADS reactor building. The analysis results show the reduction of the seismic acceleration response but the increase of the relative displacement for the reactor assembly. Some safety issues, especially, coolant's incapable covering the reactor core make difficult to apply for the partial seismic isolation of the ADS reactor assembly due to large relative displacement occurring the partial isolation system. Further study on the partial seismic isolation application of the critical safety components are also discussed. 展开更多
关键词 Partial seismic isolation ADS MYRRHA reactor building reactor assembly interface systems FRS (floor responsespectra) reduction of accelerations increase of relative displacement reactor safety issues.
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汉宁高速公路路基地震小区划研究 被引量:2
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作者 熊山铭 贾彦武 李萌 《江西理工大学学报》 CAS 2013年第3期54-59,共6页
通过对沿线8个钻孔资料的分析,采用土体动力参数分析方法,结合近些年地震破坏统计资料,对陕西省汉宁高速公路沿线进行地震小区划研究.研究表明:全线软弱土层较多,标准贯入值低;顶层软土、中间层位的细、粉砂和底部黏土及粉土层... 通过对沿线8个钻孔资料的分析,采用土体动力参数分析方法,结合近些年地震破坏统计资料,对陕西省汉宁高速公路沿线进行地震小区划研究.研究表明:全线软弱土层较多,标准贯入值低;顶层软土、中间层位的细、粉砂和底部黏土及粉土层的剪切波速分别在100m/s,300~400m/s和500m/s之间;根据地面最大加速度和最大速度,可将全线分为两个分区,具有明显不同的土体动参数特征;在该地区进行结构物抗震设计时,应按照中等液化进行考虑. 展开更多
关键词 路基工程 地震小区划 土体动力特性 加速度反应谱 地震动参数 液化判别
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