核动力厂抗震设计要求的变化
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摘要
比较了国际原子能机构(IAEA)新版的安全导则"Seismic Design and Qualification for Nuclear Power Plants"(NS-G-1.6)与老版的50-SG-D15以及我国的核安全导则"核电厂的抗震设计与鉴定"(HAD102/02)之间的变化,分析了其变化的背景。就其在我国的可实施性,提出了看法和建议。
By comparing the later edition of IAEA safety guide《seismic design and qualification for nu- clear power plants》(NS-G-1.6) with the earlier edition (50-SG-D15) and China's safety guide《Seismic design and qualification for nuclear power plants》(HAD102/02),pointed out are the changes between the guides and analyzed are the backgrounds for the changes.Suggestions are given for some work to be done be- fore NS-G-1.6 be put into effect in our country.
引文
[1]IAEA.Seismic Design and Qualification for Nuclear Power Plants (NS-G-1.6).2003
    [2]IAEA.Safety of Nuclear Power Plants:Design (NS-R- 1).2000
    [3]IAEA.Seismic Design and Qualification for Nuclear Power Plants (50-SG-D15).1992
    [4]国家核安全局.核电厂抗震设计与鉴定(HAD102/02).1996
    [5]IAEA.Evaluation of Seismic Hazards for Nuclear Power Plants ( NS-G-3.3).2002
    [6]国家核安全局.核电厂厂址选掸中的地震问题(HAD101/01).1994
    [7]IAEA.External Events Excluding Earthquakes in the Design of Nuclear Power Plants (NS-G-1.5).2003
    [8]NRC.Design Guidance for Radioactive Waste Management Sys- tems,Structures,and Components Installed in Light-Water- Cooled Nuclear Power Plants (RG 1.143).2001
    [9]国家技术监督局,中华人民共和国建设部.核电厂抗震设计规范(GB 50267).1997
    [10]国家技术监督局,中华人民共和国建设部.建筑抗震设计规范(GB 50011).2001

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