期刊文献+

理性运动极限及其在优化算法中的应用 被引量:1

Rational Move Limit and Its Application in Optimization Algorithms
下载PDF
导出
摘要 优化求解有时需要提供近似模型代替实际复杂的问题,而近似模型只是在一定程度上逼近原始问题.优化模型如果在不可靠的近似函数上进行,就会导致迭代的目标函数值振荡、迭代收敛缓慢甚至不收敛,从而使最终结果有时可能不满足约束条件.通过给设计变量施加运动极限可以提高近似模型在一定范围内的可靠性.通常给定运动极限的方法是准则法,这种方法较为粗糙,不是根据近似函数本身的性质得出的理性结果.本文用累积信息的约束二阶估计近似显式代替准确的约束条件函数作为评价函数来构造运动极限的理性估计式,从而求得理性运动极限,并将这一方法应用于序列二次规划(SQP)算法中,数值算例表明了这一方法的可行性和有效性. It is sometimes necessary that offering an approximate model to substitute the real complex problem in optimization solution,but which can only approximate the original problem at a certain extent.The optimization model on unreliable approximation function will lead to oscillations of the iterative objective functions,and make convergence of the iterations being slowly even impossibly.Finally,the results may not sometimes satisfy the constraint conditions.The approximate model will increase the reliability in certain domain when the move limits are imposed on design variables.The strategies of giving move limits belong to criterion method and they are usually rough,because they are not rational results according to properties of constraint functions.This paper constructs a second-order approximate explicit function by accumulated information which substitutes the accurate function of the constraint condition as evaluation function to construct rational estimation formula of the move limits.Eventually, Rational move limits are obtained and applied to SQP (Sequential Quadratic Programming). Examples show it is feasible and efficient.
出处 《应用基础与工程科学学报》 EI CSCD 2008年第5期629-638,共10页 Journal of Basic Science and Engineering
基金 汽车车身先进设计制造国家重点实验室开放基金(30715002) 高校博士点基金(20060005010)资助项目
关键词 非线性约束优化 序列二次规划 累积信息 理性运动极限 nonlinear constrained optimization sequential quadratic programming accumulated information rational move limits
  • 相关文献

参考文献7

  • 1Wujek B A,Renaud J E. New adaptive move-limit management strategy for approximate optimization,Parts 1 and 2[ J]. AIAA 1998,36 : 1911-1934.
  • 2Laraberti L,Pappalettere C. Comparison of the numerical efficiency of different sequential linear programming based algorithms for structural optimization problems[J]. Comput Struct, 2000,76:713-728.
  • 3Lamberti L,Pappalettere C. Move limits definition in structural optimization with sequential linear programming. Part Ⅰ : Optimization algorithm[J]. Comput Struct, 2003,81 : 197-213.
  • 4Lamberti L, Pappalettere C. Move limits definition in structural optimization with sequential linear programming. Part Ⅱ: Numerical examples[J]. Comput Struct, 2003,81:215-238.
  • 5程耿东 汪榴.形状优化数值方法与白适应运动极限.计算结构力学及其应用,1985,2(2):75-102.
  • 6隋允康,张轩,宇慧平.近似评价函数确定运动极限及其在形状优化中的应用[J].计算力学学报,2007,24(4):447-452. 被引量:3
  • 7贺素香,张立卫.非线性约束优化问题的一个修正Lagrangian算法[J].数学物理学报(A辑),2006,26(1):49-62. 被引量:1

二级参考文献34

  • 1Arrow K,Hurwicz L,Dzava H.Studies in Linear and Nonlinear Programming.Stanford:Stanford University Press,1958.
  • 2Bertsekas D P.Constrained Optimization and Lagrange Multiplier Methods.New York:Academic Press,1982.
  • 3Charalambous C.Nonlinear least p-th optimization and nonlinear programming.Math Programming,1977,12:195-225.
  • 4Charalambous C.Acceleration of the least p-th algorithm for minimax optimization with engineering applications.Math Programming,1979,19:270-297.
  • 5El Bakry A S,Tapia R A,Tsuchiya T,Zhang Y.On the formulation and theory of the Newton interior-point method for nonlinear programming.JOTA,1996,89:507-541.
  • 6Fiacco A V,McCormick G P.Nonlinear programming sequential unconstrained minimization techniques.New York:John Wiley and Sons,1968.
  • 7Gay D M,Overton M L,Wright M H.A primal-dual interior method for nonconvex nonlinear programming.In:Ya-xiang Yuan,ed.Advances in Nonlinear programming.1998.31-56.
  • 8Hertog D D,Roos C,Terlaky T.On the classical logarithmic barrier function method for a class of smooth convex programming problems.JOTA,1992,73(1):1-25.
  • 9Nocedal J,Wright S J.Numerical Optimization.New York:Springer-Verlag,1999.
  • 10Polyak R A.Smooth optimization methods for minimax problems.SIAM J Control and Optimization,1988,26:1274-1286.

共引文献2

同被引文献16

  • 1李胡生,熊文林.岩土工程随机——模糊可靠度的概念和方法[J].岩土力学,1993,14(2):25-34. 被引量:10
  • 2谭晓慧,王建国,刘新荣.改进的响应面法及其在可靠度分析中的应用[J].岩石力学与工程学报,2005,24(A02):5874-5879. 被引量:22
  • 3赵洪波.基于支持向量机的边坡可靠性分析[J].岩土工程学报,2007,29(6):819-823. 被引量:28
  • 4陈祖煜,陈立宏,王玉杰,等.滑坡和建筑物抗滑稳定分析中的可靠度分析和分项系数设计方法[C] // 水利水电工程风险分析及可靠度设计技术进展.北京:中国水利水电出版社,2010:27-39.
  • 5中华人民共和国行业标准编写组.SL386-2007水利水电工程边坡设计规范[S].北京:中国水利水电出版社,2007.
  • 6Harr M E . Reliability-based Design in Civil Engineering[ M ] . New York: McGraw-Hill Companies, 1987 .
  • 7Whitman R V . Evaluating calculated risk in geotechnical engineering[J] . Journal of Geotechnical Engineering, 1984, 110(2): 145-186.
  • 8Pine R J. Risk analysis design applications in mining geomechanics[J] . Transaction Institute of Mining and Met- allurgy, 1992, 101 (Sect.A): 149-158.
  • 9Tyler D B, Trueman T T, Pine R J . Rockbolt support design using a probabilistic method of key block analysis [C]//Roegiers J C . Rock Mechanics as A Multi-disciplinary Science . Rotterdam: A.A. Balkema Publishers, 1991 : 1037-1047 .
  • 10Hatzor Y, Goodman R E. Determination of the 'design block' for tunnel supports in highly jointed rock[ C ]//Com- prehensive Rock Engineering, Principles, Practice and Projects . Vol . 2 . Oxford: Pergamon, 1993 (2) : 263-292.

引证文献1

二级引证文献4

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部