| 岭澳核电二期常规岛主厂房抗震设计 |
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| 引用本文： | 周玉,周雷靖,彭雪平.岭澳核电二期常规岛主厂房抗震设计[J].武汉大学学报(工学版),2007(Z1). |
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| 作者姓名： | 周玉 周雷靖 彭雪平 |
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| 作者单位： | [1]广东省电力设计研究院 [2]广东省电力设计研究院 广东广州 [3]广东广州 |
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| 摘 要： | 岭澳核电二期常规岛主厂房具有一般火力发电厂主厂房结构特点,同时常规岛厂房一端山墙结构还与核安全有关.针对常规岛这种建筑结构的特殊性,本文在常规岛结构设计中采用基于性能的抗震设计方法,可供电厂主厂房抗震设计参考.
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| 关 键 词： | 核电厂 常规岛 主厂房 基于性能的抗震设计 |
Aseismic design for conventional island of Lin Ao II Nuclear Power Plant |
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| ZHOU Yu,ZHOU Leijing,PENG Xueping.Aseismic design for conventional island of Lin Ao II Nuclear Power Plant[J].Engineering Journal of Wuhan University,2007(Z1). |
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| Authors: | ZHOU Yu ZHOU Leijing PENG Xueping |
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| Abstract: | The conventional island structure of Lin Ao II nuclear power plant is similar to main power house of conventional thermal power plant;and one part of gable structure of the conventional island collapse will result in damage to safety-relevant components or systems.A performance-based aseismic design way for conventional island is proposed;and the method and advice can be the reference to aseismic design for main power houses of power plants. |
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| Keywords: | nuclear power plant conventional island main power house performance-based aseismic design |
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