Collocation, dissipation and [overshoot] for time integration schemes in structural dynamics
暂无分享,去创建一个
[1] John C. Houbolt,et al. A Recurrence Matrix Solution for the Dynamic Response of Elastic Aircraft , 1950 .
[2] G. Dahlquist. A special stability problem for linear multistep methods , 1963 .
[3] Edward L. Wilson,et al. A COMPUTER PROGRAM FOR THE DYNAMIC STRESS ANALYSIS OF UNDERGROUND STRUCTURES , 1968 .
[4] K. Bathe,et al. Stability and accuracy analysis of direct integration methods , 1972 .
[5] R. D. Krieg. Unconditional Stability in Numerical Time Integration Methods , 1973 .
[6] J. H. Argyris,et al. Dynamic Response by Large Step Integration , 1973 .
[7] G. L. Goudreau,et al. Evaluation of numerical integration methods in elastodynamics , 1973 .
[8] John Argyris,et al. Non-linear oscillations using the finite element technique , 1973 .
[9] Samuel W. Key,et al. Transient shell response by numerical time integration , 1973 .
[10] Ted Belytschko,et al. On the Unconditional Stability of an Implicit Algorithm for Nonlinear Structural Dynamics , 1975 .
[11] O. C. Zienkiewicz,et al. Finite element methods for second order differential equations with significant first derivatives , 1976 .
[12] Thomas J. R. Hughes,et al. Stability, convergence and growth and decay of energy of the average acceleration method in nonlinear structural dynamics , 1976 .
[13] Thomas J. R. Hughes,et al. A note on the stability of Newmark's algorithm in nonlinear structural dynamics , 1977 .
[14] Thomas J. R. Hughes,et al. Improved numerical dissipation for time integration algorithms in structural dynamics , 1977 .