岭澳核电二期常规岛主厂房抗震设计
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
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.
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.
引文
[1]周玉,彭雪平,周雷靖.电厂主厂房基于性能的抗震设计.
    [2]GB50267-97,核电厂抗震设计规范[S].北京:中国建筑工业出版社.
    [3]GB50011-2001,建筑抗震设计规范[S].北京:中国建筑工业出版社.
    [4]罗开海,王亚勇.中美欧抗震设计规范地震动参数换算关系的研究[J].建筑结构,2006,8(36).
    [5]International Code Council.Inc.2006 internationalbuilding code.2006.
    [6]ASCE Standard.SEI/ASCE 7-05 minimum designloads for buildings and other structures.2005.
    [7]核电厂的地震分析及试验(HAF0102).国家核安全局、国家地震局批准发布.1987.
    [8]LEYENDECKER E V,HUNT R J.FRANKEL AD,et al.Development of maximum considered earth-quake ground motion maps[J].Earthquake Spectra,2000,16:21-40.
    [9]北京金土木软件计算有限公司,中国建筑标准设计研究院.SAP2000中文版使用指南(第一版)[M].北京:人民交通出版社,2006.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心