不同法规要求的核电厂设计地震动时程
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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 in different regulations for nuclear power plant have been investigated,difference of design earthquake input time-histories requirements between regulations which cited nowadays in China has been compared.Then,corresponding relationship while used to design for France Pressurized Water Reactor M310 and The Third Generation Advanced Reactor AP1000 has been listed.We reviewed technical background,requirement details,application situation of different regulations,analyzed their difference.These works could offer important references for emending the code for seismic design of nuclear power plants and other related codes.
引文
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    [4]IAEA.Evaluation of Seismic Hazards for Nuclear Power Plants, Safety Series No.NS-G-3.3.2003.
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    [7]American Society of Civil Engineers.Seismic Design Criteria for Structures,Systems,and Components in Nuclear Facilities, ASCE43-05.2005.
    [8]Electricite DeFrance.Design and Construction Rules for Nuclear Power Plants,RCC-G.1988.
    [9]Electricite DeFrance.EPR Technical Code for Civil Works, ETC-C.2006.

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