引文
[1]朱位秋.随机振动[M].北京:人民交通出版社,1990.Zhu Weiqiu.Random Vibration[M].Beijing:China Communication Press,1990.
[2]吴再光.具有随机参数的动力系统随机地震响应分析[J].应用力学学报,1995,12(1):90—93.Wu Zaiguang.Stochastic seismic response analysis of dynamic system with random structural parameters[J].Chinese Journal of Applied Mechanics,1995,12(1):90—93.
[3]陈颖,王东升,朱长春.随机结构在随机荷载下的动力可靠度分析[J].工程力学,2006,23(10):82—85.Chen Ying,Wang Dongsheng,Zhu Changchun.Dynamic reliability analysis of stochastic structures subjected to random loads[J].Engineering Mechanics,2006,23(10):82—85.
[4]Abhijit Chaudhuri,Subrata Chakrabort.Reliability of linear structure with parameter uncertainty under nonstationary earthquake[J].Structure Safety,2005,28:231—246.
[5]张义民,贺向东,刘巧伶,等.任意分布参数的梁结构刚度可靠性灵敏度分析[J].计算力学学报,2007,24(6):785—789.Zhang Yiming,He Xiangdong,Liu Qiaoling,et al.Stiffness reliability-based sensitivity analysis of beam structure with arbitrary distribution parameters[J].Chinese Journal of Computational Mechanics,2007,24(6):785—789.
[6]乔红威,吕震宇,关爱锐,等.平稳随机激励下结构动力可靠度分析的多项式逼近法[J].工程力学,2009,26(2):60—64.Qiao Hongwei,LüZhenzhou,Guan Xinrui,et al.Dynamic reliability analysis of stochastic structures under stationary excitation using hermite polynomials approximation[J].Engineering Mechanics,2009,26(2):60—64.
[7]乔红威,吕震宇.平稳随机激励下随机结构动力可靠性分析[A].2007年第九届全国振动理论及应用学术会议[C].北京:2007:57—62.Qiao Hongwei,LüZhenzhou.Dynamic reliability analysis of stochastic structures under stationary excitation[A].The Ninth National Conference on Vibration Theory and Application[C].Beijing:2007:57—62.
[8]Baroth J,Bode L,Bressolette P,et al.SFE method using Hermite polynomials:An approach for solving nonlinear mechanical problems with uncertain parameters[J].Computer Methods in Applied Mechanics and Engineering,2006,195(44):6 479—6 501.
[9]Rahman S,Xu H.A univariate dimension-reduction method for multi-dimensional integration in stochastic mechanics[J].Probabilistic Engineering Mechanics,2004,19(4):393—408.
[10]陈建兵,李杰.复合随机振动系统的动力可靠度分析[J].工程力学,2005,22(3):52—57.Chen Jianbing,Li Jie.Dynamic reliability assessment of double random vibration systems[J].Engineering Mechanics,2005,22(3):52—57.
[11]李庆杨,王能超,易大义.数值分析[M].北京:清华大学出版社,2008.Li Qingyang,Wang Nengchao,YI dayi.Numerical Analysis[M].Beijing:Tsinghua University Press,2008.
[12]Rosenblueth E.Point estimates for probability moments[J].Proceedings of the National Academy of Sciences,1975,72(10):3 812—3 814.
[13]林家浩,张亚辉.随机振动的虚拟激励法[M].北京:科学出版社,2004.Lin Jiahao,Zhang Yahui.Pseudo-excitation Method of Random Vibration[M].Beijing:Sciences Press,2004.
[14]Rackwitz R,Flessler B.Structural reliability under combined random load sequences[J].Computers&Structures,1978,9(5):489—494.
[15]Rosenblueth E.Two-point estimates in probabilities[J].Applied Mathematical Modelling,1981,5(2):329—335.
[16]范文亮,李正良,王承启.多变量函数统计矩点估计法的性能比较[J].工程力学,2012,29(11):1—11.Fan Wenliang,Li Zhengliang,Wang Chengqi.Comparison of point estimate methods for probability moments of multivariate fuction[J].Engineering Mechanics,2012,29(11):1—11.
[17]Christian J T,Baecher G B.Point-estimate method as numerical quadrature[J].Journal of Geotechnical and Geoenvironmental Engineering,1999,125(9):779—786.
[18]Tsai C W,Franceschini S.Evaluation of probabilistic point estimate methods in uncertainty analysis for environmental engineering applications[J].Journal of Environmental Engineering,2005,131(3):387—395.
[19]张治勇,孙柏涛,宋天舒.新抗震规范地震动功率谱模型参数的研究[J].世界地震工程,2000,16(3):33—38.Zhang Zhiyong,Sun Baitao,Song Tianshu.Study on the parameters of seismic power spectrum model based on the new seismic code[J].World Information on Earthquake Engineering,2000,16(3):33—38.