[1]Gu J. Efficient Model Reduction Methods for Structural Dynamics Analyses[D]. Michigan: The University of Michigan, 2000.
[2]Guyan R J. Reduction of Stiffness and Mass Matrices[J]. AIAA Joumal, 1965,3(2) : [80-381.
[3]Wilson E L, Yuan M W, Dickens J M. Dynamic Analysis by Direct Superposition of Ritz Vectors [J]. Earthquake Engineering Structural Dynamics, 2006,10(6) :813-821.
[4]Noor A K,Peters J M. Reduced Basis Technique for Nonlinear Analysis of Structures [J]. AIAA Journal,1980,18(4) :455-462.
[5]Veroy K,Patera A T. Certified Real-time Solution of the Parameterized Steady Incompressible NavierStokes Equations: Rigorous Reduced-basis a Posteriori Error Bounds [J]. International Journal for Numerical Method in Fluids, 2005,47 (8/9): 773- 788.
[6]Maday Y,Patera A T,Turinici G. A Priori Convergence Theory for Reduced - basis Approximations of Single-parameter Elliptic Partial Differential Equations[J]. Journal of Scientific Computing,2002, 17(1/4) :437-446.
[7]Rovas D V. Reduced-basis Output Bound Methods for Parametrized Partial Differential Equations[D]. Cambridge : Massachusetts Institute of Technology, 2002.
[8]黄永辉[1],韩旭[1],冉承新[2].基于减基法的层合板瞬态响应快速分析方法[J].力学学报,2008,40(2):255-260.
[9]李永红[1],李光耀[1].Reduced-basis Method在特征值问题中的应用[J].机械制造,2008,46(5):5-9.
[10]黄永辉[1,2],韩旭[2],黄芬[2].基于减基法的结构谐响应快速分析方法[J].振动与冲击,2009,28(7):61-64.
[11]Gerald C F,Wheatley P O.应用数值分析[M].北京:机械工业出版社,2006.
[12]马超[1],吕震宙[1].结构可靠性分析的支持向量机分类迭代算法[J].中国机械工程,2007,18(7):816-819.
[13]许兆棠[1],朱如鹏[1].阻尼分段阶梯传动轴主共振的分析[J].中国机械工程,2006,17(7):685-690. |