引文
[1]李忠诚,杨孟嘉.AP1000抗震分析与设计特点研究[J].世界地震工程,2008,24(1):137-142.LI Zhongcheng,YANG Mengjia.Study on the major characteristics of seismic analysis and design of AP1000[J].World Earthquake Engineering,2008,24(1):137-142.(in Chinese)
[2]ASME Boiler&Pressure Vessel Code III,Division 1 Subsection NF,Support[S].The American Society of Mechanical Engineers,2004.
[3]机械设计手册,第1卷[S].北京:北京有色冶金设计研究总院,2002.Handbook of Mechanical Design[S].Beijing:Beijing Nonferrous Metallurgy Design and Research General Institute,2002.(in Chinese)
[4]傅志方,华宏星.模态分析理论与应用[M].上海:上海交通大学出版社,2000.FU Zhifang,HUA Hongxing.Modal analysis theory and application[M].Shanghai:Shanghai Jiaotong University Publisher,2000.(in Chinese)
[5]刘勇.结构地震反应分析中的反应谱理论[J].山西建筑,2007,33(11):96-97.LIU Yong.Response spectrum theory of structural seismic response analysis[J].Shanxi Architecture,2007,33(11):96-97.(in Chinese)
[6]钱基宏,刘枫.建筑结构抗震分析反应谱理论的直接算法[J].建筑科学,2003,19(4):1-3.QIAN Jihong,LIU Feng.The direct arithmetic of response spectrum theory in seismic analysis of building structures[J].Building Science,2003,19(4):1-3.(in Chinese)
[7]朗霄,晏宇.基于NASTRAN求解器对核级阀门抗震分析技术络线的探讨[J].阀门,2011(1):28-34.LANG Xiao,YAN Yu.Based on NASTRAN solver of a nuclear class valves seismic analysis technique route is discussed[J].Valve,2011(1):28-34.(in Chinese)
[8]常亮明,初起宝.核2、3级泵抗震分析的若干问题[J].阀门,2011(1):276-277.CHANG Liangming,CHU Qibao.Some problems of nuclear grade 2、3 pump seismic analysis[J].Valve,2011(1):276-277.(in Chinese)
[9]谭忠文,王海涛,何树延.核电厂大型组合结构的有限元抗震分析方法研究[J].核科学与工程,2008(2):188-192.TAN Zhongwen,WANG Haitao,HE Shuyan.Research on seismic analysis method of large joint structures in nuclear power plant using finite ele-ment method[J].Chinese Journal of Nuclear Science and Engineering,2008(2):188-192.(in Chinese)
[10]崔峰,蒋永生,刘文锋.基于反应谱理论的复模态抗震设计方法[J].地震工程与工程振动,2002,22(3):32-36.CUI Feng,JIANG Yongsheng,LIU Wenfeng.Complex mode seismic design method for passive energy dissipation systems[J].Journal of Earth-quake Engineering and Engineering Vibration,2002,22(3):32-36.(in Chinese)
[11]赵艳,郭明珠,吴焕娟,等.关于改进我国抗震设计反应谱的探讨[J].地震工程与工程振动,2006,26(3):47-50.ZHAO Yan,GUO Mingzhu,WU Huanjuan,et al.Discussion on mending seismic design response spectra of our country[J].Journal of Earthquake Engineering and Engineering Vibration,2006,26(3):47-50.(in Chinese)
[12]范立础.桥梁抗震[M].上海:同济大学出版社,1997.FAN Lichu.Bridge seismic design[M].Shanghai:Tongji University Pubilisher,1997.(in Chinese)
[13]吴玉华,楼文娟,叶小刚.大跨度刚桁架转换层结构的竖向地震反应分析[J].地震工程与工程振动,2011,31(4):89-93.WU Yuhua,LOU Wenjuan,YE Xiaogang.Vertical seismic response analysis of high-rise building containing a steel truss transfer story structure with large span[J].Journal of Earthquake Engineering and Engineering Vibration,2011,31(4):89-93.(in Chinese)
[14]党育,霍凯成.多层隔震结构的竖向地震作用研究[J].地震工程与工程振动,2010,30(4):139-145.DANG Yu,HUO Kaicheng.Veritcal earthquake responses of multi-storey isolated buildings[J].Journal of Earthquake Engineering and Engineer-ing Vibration,2010,30(4):139-145.(in Chinese)