The Bathe time integration method revisited for prescribing desired numerical dissipation

[1]  Klaus-Jürgen Bathe,et al.  Further insights into an implicit time integration scheme for structural dynamics , 2018, Computers & Structures.

[2]  Wooram Kim,et al.  An improved implicit time integration algorithm: The generalized composite time integration algorithm , 2018 .

[3]  Donghuan Liu,et al.  Accuracy of a composite implicit time integration scheme for structural dynamics , 2017 .

[4]  F. Montáns,et al.  The value of numerical amplification matrices in time integration methods , 2013 .

[5]  K. Bathe,et al.  Performance of an implicit time integration scheme in the analysis of wave propagations , 2013 .

[6]  Klaus-Jürgen Bathe,et al.  A stress improvement procedure , 2012 .

[7]  K. Bathe,et al.  Insight into an implicit time integration scheme for structural dynamics , 2012 .

[8]  K. Bathe Conserving energy and momentum in nonlinear dynamics: A simple implicit time integration scheme , 2007 .

[9]  K. Bathe,et al.  On a composite implicit time integration procedure for nonlinear dynamics , 2005 .

[10]  Kumar K. Tamma,et al.  Design, analysis, and synthesis of generalized single step single solve and optimal algorithms for structural dynamics , 2004 .

[11]  K. Bathe Finite Element Procedures , 1995 .

[12]  M. Géradin,et al.  Mechanical Vibrations: Theory and Application to Structural Dynamics , 1994 .

[13]  Jintai Chung,et al.  A Time Integration Algorithm for Structural Dynamics With Improved Numerical Dissipation: The Generalized-α Method , 1993 .

[14]  Thomas J. R. Hughes,et al.  Improved numerical dissipation for time integration algorithms in structural dynamics , 1977 .

[15]  Edward L. Wilson,et al.  Nonlinear dynamic analysis of complex structures , 1972 .

[16]  Nathan M. Newmark,et al.  A Method of Computation for Structural Dynamics , 1959 .