Recent advances in reduction methods for nonlinear problems. [in structural mechanics
暂无分享,去创建一个
[1] H. Miura,et al. An approximate analysis technique for design calculations , 1971 .
[2] J. A. Stricklin. Geometrically nonlinear static and dynamic analysis of shells of revolution. , 1971 .
[3] A. Jennings,et al. Application of the simultaneous iteration method to undamped vibration problems , 1971 .
[4] A.M.C. Holmes,et al. Buckling of shells with cutouts, experiment and analysis☆ , 1972 .
[5] K. Bathe,et al. Large Eigenvalue Problems in Dynamic Analysis , 1972 .
[6] Stanley B. Dong,et al. On a direct-iterative eigensolution technique , 1972 .
[7] Robert E. Ball,et al. A Comparison of Several Computer Solutions to Three Structural Shell Analysis Problems. , 1973 .
[8] Pedro V. Marcal,et al. Incremental Stiffness Method for Finite Element Analysis of the Nonlinear Dynamic Problem , 1973 .
[9] Ahmed K. Noor,et al. Approximate techniques of strctural reanalysis , 1974 .
[10] J. F. Besseling. Non-linear analysis of structures by the finite element method as a supplement to a linear analysis , 1974 .
[11] R. H. Gallagher,et al. A triangular thin shell finite element: Linear analysis , 1975 .
[12] L. Schmit,et al. Approximation concepts for efficient structural synthesis , 1976 .
[13] R. E. Nickell,et al. Nonlinear dynamics by mode superposition , 1976 .
[14] Tetsuya Matsui,et al. A new finite element scheme for instability analysis of thin shells , 1976 .
[15] Nicholas F. Morris,et al. The use of modal superposition in nonlinear dynamics , 1977 .
[16] Ahmed K. Noor,et al. Nonlinear shell analysis via mixed isoparametric elements , 1977 .
[17] Carlos A. Felippa,et al. PROCEDURES FOR COMPUTER ANALYSIS OF LARGE NONLINEAR STRUCTURAL SYSTEMS , 1977 .
[18] K. Bathe,et al. Formulations and computational algorithms in finite element analysis : U.S.-German symposium , 1977 .
[19] William F. Schmidt,et al. Adaptive step size selection for use with the continuation method , 1978 .
[20] W. Rheinboldt. Numerical methods for a class of nite dimensional bifur-cation problems , 1978 .
[21] P. Bergan,et al. Solution techniques for non−linear finite element problems , 1978 .
[22] P. Stern,et al. Automatic choice of global shape functions in structural analysis , 1978 .
[23] M. König,et al. Geometrically nonlinear finite element behaviour using buckling mode superposition , 1979 .
[24] K. Bathe. Finite Element Formulation, Modeling, and Solution of Nonlinear Dynamic Problems , 1979 .
[25] Dennis A. Nagy,et al. Modal representation of geometrically nonlinear behavior by the finite element method , 1979 .
[26] John Argyris,et al. New developments in the inelastic analysis of quasistatic and dynamic problems , 1979 .
[27] S. Remseth,et al. Nonlinear static and dynamic analysis of framed structures , 1979 .
[28] Carlos A. Felippa,et al. DIRECT TIME INTEGRATION METHODS IN NONLINEAR STRUCTURAL DYNAMICS , 1979 .
[29] M. Crisfield,et al. A faster modified newton-raphson iteration , 1979 .
[30] E. Riks. An incremental approach to the solution of snapping and buckling problems , 1979 .
[31] P. G. Bergan,et al. Solution algorithms for nonlinear structural problems , 1980 .
[32] Robert H. Dodds,et al. A generalized software system for non-linear analysis☆ , 1980 .
[33] Ahmed K. Noor,et al. Nonlinear analysis via global–local mixed finite element approach , 1980 .
[34] Ahmed K. Noor,et al. Reduced Basis Technique for Nonlinear Analysis of Structures , 1980 .
[35] Ahmed K. Noor,et al. Mixed models and reduced/selective integration displacement models for nonlinear analysis of curved beams , 1981 .