不同法规要求的核电厂设计地震动时程  

Requirements on Design Earthquake Input Time-histories in Different Regulations for Nuclear Power Plant

作　　者：侯春林[1] 李小军[2] 潘蓉[1] 

机构地区：[1]环境保护部核与辐射安全中心,北京100082 [2]中国地震局地球物理研究所,北京100081

出　　处：《核安全》2012年第4期46-50,共5页Nuclear Safety

基　　金：国家科技重大专项(2011ZX06002-010)项目资助

摘　　要：探讨了核电厂不同法规涉及人造地震动方面的规定,对比现行中国可引用的法规之间在输入地震动要求方面的异同,并逐条给出了法国压水堆M310和三代先进堆AP1000具体设计时的对应关系,随后对各个法规的技术背景、要求及实际应用进行了评述,为我国核电厂抗震设计、安全评价及相关法规标准的完善和修订提供参考。In this paper, provisions referred to artificial ground motions m dltlerent regulations for nuclear power plant have been investigated, difference of design earthquake input time-histories require- ments between regulations which cited nowadays in China has been compared. Then, corresponding rela- tionship while used to design for France Pressurized Water Reactor M310 and The Third Generation Ad- vanced Reactor AP1000 has been listed. We reviewed technical background, requirement details, appli- cation situation of different regulations, analyzed their difference. These works could offer important refer- ences for emending the code for seismic design of nuclear power plants and other related codes.

关 键 词：核电厂 人造地震动 法规 

分 类 号：TU712.3[建筑科学—建筑技术科学]