期刊文献+

结构确定性和随机响应分析的一种直接积分法

A Direct Integration Method for Structure Deterministic and Stochastic Response Analysis
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摘要 对结构动力响应分析的数值积分方法进行了深入的研究,提出了一种用于求解结构的确定性和随机响应的直接积分方法.分别就确定性响应和随机响应给出了数值算例,并和相应的解析解或经典的数值积分方法进行了比较,结果表明该方法对于结构的确定性和随机响应分析是有效的. In this paper, the authors have made a profound research on numerical methods for structure dynamic response analysis, and presented a direct integration method to solve structure deterministic and stochastic response. Numerical examples are given for deterministic and stochastic response, respectively, and comparison made with the analytical approach or classic numerical methods, the results show that this method is effective for deterministic and stochastic response analysis.
出处 《南昌大学学报(工科版)》 CAS 2005年第2期32-35,39,共5页 Journal of Nanchang University(Engineering & Technology)
关键词 :直接积分法 结构 动力响应 随机过程 direct integration method, structure, dynamic response, stochastic process
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参考文献9

  • 1黄玉盈编著..结构振动分析基础[M],1988:282.
  • 2皱经湘.结构动力学[M].哈尔滨:哈尔滨工业大学出版社,1996.. 被引量:1
  • 3欧进萍,王光远编..结构随机振动[M].北京:高等教育出版社,1998:412.
  • 4Humai J L. Dynamics of Structures, Prentice - Hall [M].Englewood Cliffs,N J,1990. 被引量:1
  • 5Bathe K J,Wilson E L. Numerical Methods in Finite Element Analysis ,Prentice - Hall[ M ]. Englewood Cliffs, N.J., 1976. 被引量:1
  • 6Subbaraj K,Dokainish M A. A Survey of Direct time - integration Methods in Computational Structural Dynamics[J]. Computers and Structures, 1989,32 ( 6 ) : 1371 -1401. 被引量:1
  • 7Tsia H C. Modal Superposition Method for Dynamic Analysis of Structures Excited by Prescribed Support Displacements [ J ]. Computers and Structures, 1998,66 ( 5 ) : 675 -683. 被引量:1
  • 8Zhang L,Zu J W. The Stochastic Newmark Algorithm for Random Analysis of Multi - degree - of- freedom Nonlinear Systems [ J ]. Computers and Structures, 1999,70 : 557- 568. 被引量:1
  • 9To C W S. The Stochastic Central Difference Method in Structural Dynamics[ J], Computers and Structures, 1986,23:813 -818. 被引量:1

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