A numerical scheme to couple subdomains with different time-steps for predominantly linear transient analysis
暂无分享,去创建一个
[1] T. Hughes,et al. An improved implicit-explicit time integration method for structural dynamics , 1989 .
[2] Daniel Rixen,et al. Théorie des vibrations : application à la dynamique des structures , 1993 .
[3] Robert L. Taylor,et al. On a finite element method for dynamic contact/impact problems , 1993 .
[4] David W. Murray,et al. Nonlinear Finite Element Analysis of Steel Frames , 1983 .
[5] Ted Belytschko,et al. Mixed-time implicit-explicit finite elements for transient analysis , 1982 .
[6] Ted Belytschko,et al. A Review of Recent Developments in Time Integration , 1989 .
[7] O. C. Zienkiewicz. A new look at the newmark, houbolt and other time stepping formulas. A weighted residual approach , 1977 .
[8] C. Farhat,et al. Optimal convergence properties of the FETI domain decomposition method , 1994 .
[9] Charbel Farhat,et al. Implicit parallel processing in structural mechanics , 1994 .
[10] F. Roux. Méthodes de résolution par sous-domaines en statique , 1990 .
[11] C. Duval,et al. A review of rheological concrete models for aircraft impact problems in nuclear power plants , 1997 .
[12] Nathan M. Newmark,et al. A Method of Computation for Structural Dynamics , 1959 .
[13] Charbel Farhat,et al. On the spectral stability of time integration algorithms for a class of constrained dynamics problems , 1993 .
[14] C. Farhat,et al. A scalable Lagrange multiplier based domain decomposition method for time‐dependent problems , 1995 .
[15] Patrick Le Tallec,et al. A domain-decomposed solver for nonlinear elasticity , 1992 .
[16] Elisa D. Sotelino,et al. A concurrent explicit-implicit algorithm in structural dynamics , 1994 .
[17] David Dureisseix,et al. Parallel and multi-level strategies for structural analysis , 1996 .