[1]贾玲玲,柳春光,秦严严. 基于非线性内插法的冰振反应谱精度分析[J]. 人民黄河, 2011,33(7) : 116-121.
Jia Lingling,Liu Chunguang,Qin Yanyan. Precision analysis of the ice response spectra based on nonlinear interpolation method[J].Yellow River, 2011,33(7) : 116-121.
[2]Nigam N C,Jennings P C. Calculation of response spectra from strong-motion earthquake records [J]. Bulletin of the SeismologicalSociety of America, 1969, 59(2) : 909-922.
[3]谢旭. 桥梁结构地震响应分析与抗震设计[M]. 北京: 人民交通出版社, 2006.
Xie Xu. Seismic Response and Earthquake Resistant Design of Bridges[M]. Beijing: China Communications Press, 2006.
[4]庄表中,梁以德,张佑启. 结构随机振动[M]. 北京: 国防工业出版社, 1993.
Zhuang Biaozhong,Liang Yide,Zhang Youqi. Random Vibration of Structures[M]. Beijing: National Defense Industry Press,1993.
[5]李大华. 计算地震反应谱的连锁公式[J]. 地震工程与工程振动,1990,10(2) : 47-50.
Li Dahua. Successive computation formulation of earthquake response spectrum[J]. Earthquake Engineering and Engineering Vibration,1990,10(2) : 47-50.
[6]李大华,底青云. 地震反应谱数值计算方法的研究[J]. 中国地震,1992,8(1) : 1-8.
Li Dahua,Di Qingyun. On numerical algorithm of earthquake response spectra[J]. Earthquake Research in China, 1992,8(1) : 1-8.
[7]张德丰. MATLAB 数值计算方法[M]. 北京: 机械工业出版社,2010.
Zhang Defeng. MATLAB Numerical Method[M]. Beijing: China Machine Press, 2010.
[8]陈国兴,庄海洋. 基于抛物线内插的反应谱计算公式及其精度分析[J]. 防灾减灾工程学报,2003,23(3) : 56-61.
Chen Guoxing,Zhuang Haiyang. Computation formulas of the earthquake response spectra based on parabolic interpolation method and the analysis of its precision[J]. Journal of Disaster Prevention and Mitigation Engineering, 2003,23(3) : 56-61. |