A study on the instability problem for 3D frames

[1]  J. M. Alexander,et al.  Progress in Applied Mechanics , 1964 .

[2]  J. V. Huddleston.  Finite Deflections and Snap-Through of High Circular Arches , 1968 .

[3]  Robert Schmidt,et al.  Sidesway Buckling of Deep Circular Arches Under a Concentrated Load , 1969 .

[4]  C. Oran.  Tangent Stiffness in Plane Frames , 1973 .

[5]  Bernard Budiansky,et al.  Buckling of Structures , 1976 .

[6]  W. T. Koiter.  Current Trends in the Theory of Buckling , 1976 .

[7]  R. D. Wood,et al.  GEOMETRICALLY NONLINEAR FINITE ELEMENT ANALYSIS OF BEAMS, FRAMES, ARCHES AND AXISYMMETRIC SHELLS , 1977 .

[8]  T. Belytschko,et al.  Large displacement, transient analysis of space frames , 1977 .

[9]  S. Remseth,et al.  Nonlinear static and dynamic analysis of framed structures , 1979 .

[10]  M. Crisfield.  A FAST INCREMENTAL/ITERATIVE SOLUTION PROCEDURE THAT HANDLES "SNAP-THROUGH" , 1981 .

[11]  H. Saunders,et al.  Finite element procedures in engineering analysis , 1982 .

[12]  J. L. Meek,et al.  Geometrically nonlinear analysis of space frames by an incremental iterative technique , 1984 .

[13]  K. Hsiao,et al.  On the reduced basis method for the solution of nonlinear structural problems , 1984 .

[14]  G. Touzot,et al.  The finite element method displayed , 1984 .

[15]  T. Belytschko,et al.  Computational Methods for Transient Analysis , 1985 .

[16]  H. S. Tan.  Finite element analysis of the elastic, non-linear response of frames, plates and arbitrary shells to static loads , 1986 .

[17]  Hsiao Kuo-Mo,et al.  A corotational procedure that handles large rotations of spatial beam structures , 1987 .

[18]  J. L. Meek,et al.  Large displacement analysis of space-frame structures , 1989 .

[19]  S. Loganathan.  Geometric and material nonlinear behaviour of space frame structures , 1989 .

[20]  M. Crisfield.  A consistent co-rotational formulation for non-linear, three-dimensional, beam-elements , 1990 .

[21]  G.A.O. Davies,et al.  A 3-D, co-rotational, curved and twisted beam element , 1990 .

[22]  L. G. Jaeger,et al.  Dynamics of structures , 1990 .

[23]  Siu Lai Chan,et al.  A Generalized Numerical Procedure for Nonlinear Analysis of Frames Exhibiting a Limit or a Bifurcation Point , 1991 .

[24]  Y. K. Cheung,et al.  Finite Element Methods in Dynamics , 1992 .

[25]  J. L. Meek,et al.  A study on the instability problem for 2D-frames , 1996 .