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PARALLEL COMPUTING FOR STATIC RESPONSE ANALYSIS OF STRUCTURES WITH UNCERTAIN-BUT-BOUNDED PARAMETERS 被引量:2

PARALLEL COMPUTING FOR STATIC RESPONSE ANALYSIS OF STRUCTURES WITH UNCERTAIN-BUT-BOUNDED PARAMETERS
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摘要 The vertex solution for estimation on the static displacement bounds of structures with uncertain-but-bounded parameters is studied in this paper. For the linear static problem, when there are uncertain interval parameters in the stiffness matrix and the vector of applied forces, the static response may be an interval. Based on the interval operations, the interval solution obtained by the vertex solution is more accurate and more credible than other methods (such as the perturbation method). However, the vertex solution method by traditional serial computing usually needs large computational efforts, especially for large structures. In order to avoid its disadvantages of large calculation and much runtime, its parallel computing which can be used in large-scale computing is presented in this paper. Two kinds of parallel computing algorithms are proposed based on the vertex solution. The parallel computing will solve many interval problems which cannot be resolved by traditional interval analysis methods. The vertex solution for estimation on the static displacement bounds of structures with uncertain-but-bounded parameters is studied in this paper. For the linear static problem, when there are uncertain interval parameters in the stiffness matrix and the vector of applied forces, the static response may be an interval. Based on the interval operations, the interval solution obtained by the vertex solution is more accurate and more credible than other methods (such as the perturbation method). However, the vertex solution method by traditional serial computing usually needs large computational efforts, especially for large structures. In order to avoid its disadvantages of large calculation and much runtime, its parallel computing which can be used in large-scale computing is presented in this paper. Two kinds of parallel computing algorithms are proposed based on the vertex solution. The parallel computing will solve many interval problems which cannot be resolved by traditional interval analysis methods.
出处 《Acta Mechanica Solida Sinica》 SCIE EI 2008年第5期472-482,共11页 固体力学学报(英文版)
基金 supported by the National Outstanding Youth Science Foundation of China (No.10425208) 111 Project(No.B07009) FanZhou Science and Research Foundation for Young Scholars (No.20080503).
关键词 vertex solution interval analysis UBB parallel computing vertex solution, interval analysis, UBB, parallel computing
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  • 1S. M. Rump.On the solution of interval linear systems[J].Computing (-).1992(3-4)
  • 2W. Oettli,W. Prager.Compatibility of approximate solution of linear equations with given error bounds for coefficients and right-hand sides[J].Numerische Mathematik.1964(1)
  • 3Qiu,Z.P,Chen,S.H.,and Song,D.T.Displacement bound estimation for structures with an interval de- scription of uncertain parameters[].Communications in Numerical Methods in Engineering.1996
  • 4Qiu,Z.P.,Wang,X.J.,and Chen,J.Y.Exact bounds for the static response set of structures with uncertain- but-bounded parameters[].International Journal of Solids and Structures.
  • 5Qiu,Z.P.,Xia,Y.Y.,and Yang,J.L.The static displacement and the stress analysis of structures with bounded uncertainties using the vertex solution theorem[].Computer Methods.2007
  • 6Chen,G.L.Parallel Program Practice[]..2004
  • 7Wang,D.R.Interval Arithemtic of Nonlinear Equation[]..1987
  • 8Oettli,W.On the Solution Set of a Linear System with Inaccurate Coefficients, SIAM J[].Numer Anal.1965
  • 9Aberth,O.The Solution of Linear Interval Equations by a Linear Programming Method[].Linear Algebra and Its Applications.1997
  • 10Qiu Z P,Elishakoff I.Anti-optimization of structures with large uncertain-but-non-random parameters via interval analysis[].Computer Methods.1998

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  • 2王晓军,邱志平.含不确定参数弹簧质量系统振动反问题的区间分析法[J].固体力学学报,2004,25(4):461-466. 被引量:12
  • 3冯新,范颖芳,周晶.基于柔度的桁架结构损伤定位方法[J].计算力学学报,2006,23(5):563-568. 被引量:7
  • 4黄斌,史文海.基于统计模型的结构损伤识别[J].工程力学,2006,23(12):47-52. 被引量:10
  • 5Hoffman F, Hammunds J. Propagation of uncer- tainty in risk assessments:the need to distinguish between uncertainty due to lack of knowledge and uncertainty due to variability [ J ]. Risk Anal- ysis, 1994,14(5 ) :707 -712.
  • 6Qiu z P, Chen S H, Elishakoff I. Natural fre- quences of structures with uncertain but nonran- dom parameters [ J ]. J Optimization Theory and Applications, 1995, 86:669 - 683.
  • 7Yang X W, Chen S H, Lian H D. Bounds of complex eigenvalues of structures with interval parameters [ J ]. Engineering Mechanics, 2001, 23:557 - 563.
  • 8Chen S H, Yang X W. Interval finite element method for beam structures [ J ]. Finite ELementsin Analysis and Design, 2000, 34:75 - 88.
  • 9Chen S H, Lian H D. Dynamic for structures with interval parameters [ J ]. Structural Engineering and Mechanics, 2002, 13(3) :299-312.
  • 10Rao S S, Berke L. Analysis of uncertain structural system using interval analysis [ J ]. AIAA Jour- nal, 1997,35:727 - 735.

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