A simple and effective new family of time marching procedures for dynamics
暂无分享,去创建一个
[1] P. Smolinski. Subcycling integration with non-integer time steps for structural dynamics problems , 1996 .
[2] K. Bathe. Finite Element Procedures , 1995 .
[3] Thomas J. R. Hughes,et al. Improved numerical dissipation for time integration algorithms in structural dynamics , 1977 .
[4] J. Z. Zhu,et al. The finite element method , 1977 .
[5] Webe João Mansur,et al. Explicit time-domain approaches based on numerical Green's functions computed by finite differences - The ExGA family , 2007, J. Comput. Phys..
[6] J. Oden,et al. High-Order Taylor-Galerkin Methods for Linear Hyperbolic Systems , 1995 .
[7] J.A.M. Carrer,et al. A fourth order finite difference method applied to elastodynamics: Finite element and boundary element formulations , 2004 .
[8] Gregory M. Hulbert,et al. Automatic time step control algorithm for structural dynamics , 1995 .
[9] Shuenn-Yih Chang,et al. A new family of explicit methods for linear structural dynamics , 2010 .
[10] Jr. Delfim Soares,et al. A new family of time marching procedures based on Green's function matrices , 2011 .
[11] R. Clough,et al. Dynamics Of Structures , 1975 .
[12] K. Bathe,et al. On a composite implicit time integration procedure for nonlinear dynamics , 2005 .
[13] T. C. Fung,et al. A PRECISE TIME-STEP INTEGRATION METHOD BY STEP-RESPONSE AND IMPULSIVE-RESPONSE MATRICES FOR DYNAMIC PROBLEMS , 1997 .
[14] Delfim Soares,et al. A time domain FEM approach based on implicit Green's functions for non‐linear dynamic analysis , 2005 .
[15] W. Zhong,et al. A Precise Time Step Integration Method , 1994 .
[16] O. C. Zienkiewicz,et al. An alpha modification of Newmark's method , 1980 .
[17] Jintai Chung,et al. A Time Integration Algorithm for Structural Dynamics With Improved Numerical Dissipation: The Generalized-α Method , 1993 .
[18] V. Leontyev. Direct time integration algorithm with controllable numerical dissipation for structural dynamics: Two-step Lambda method , 2010 .
[19] Jintai Chung,et al. Explicit time integration algorithms for structural dynamics with optimal numerical dissipation , 1996 .
[20] T. J.R. Hughes,et al. ANALYSIS OF TRANSIENT ALGORITHMS WITH PARTICULAR REFERENCE TO STABILITY BEHAVIOR. , 1983 .
[21] T. Fung. Unconditionally stable higher-order Newmark methods by sub-stepping procedure , 1997 .
[22] Nathan M. Newmark,et al. A Method of Computation for Structural Dynamics , 1959 .
[23] Wanxie Zhong,et al. On a New Time Integration Method for Solving Time Dependent Partial Differential Equations , 1996 .
[24] Kumar K. Tamma,et al. Time discretized operators. Part 1: towards the theoretical design of a new generation of a generalized family of unconditionally stable implicit and explicit representations of arbitrary order for computational dynamics , 2003 .
[25] Kumar K. Tamma,et al. A new unified theory underlying time dependent linear first‐order systems: a prelude to algorithms by design , 2004 .
[26] Kumar K. Tamma,et al. The time dimension: A theory towards the evolution, classification, characterization and design of computational algorithms for transient/ dynamic applications , 2000 .
[27] W. Daniel. Analysis and implementation of a new constant acceleration subcycling algorithm , 1997 .
[28] Francesco Ubertini,et al. A methodology for the generation of low‐cost higher‐order methods for linear dynamics , 2003 .
[29] P. J. Pahl,et al. Development of an implicit method with numerical dissipation from a generalized ingle-step algorithm for structural dynamics , 1988 .
[30] John C. Houbolt,et al. A Recurrence Matrix Solution for the Dynamic Response of Elastic Aircraft , 1950 .
[31] T. C. Fung,et al. Higher‐order accurate time‐step‐integration algorithms by post‐integration techniques , 2002 .
[32] K. Tamma,et al. A robust self‐starting explicit computational methodology for structural dynamic applications: Architecture and representations , 1990 .
[33] T. Hughes,et al. Collocation, dissipation and [overshoot] for time integration schemes in structural dynamics , 1978 .
[34] F. Ubertini,et al. Collocation methods with controllable dissipation for linear dynamics , 2001 .
[35] Robert L. Taylor,et al. Higher derivative explicit one step methods for non‐linear dynamic problems. Part I: Design and theory , 1990 .
[36] G. Hahn. A modified Euler method for dynamic analyses , 1991 .
[37] Jintai Chung,et al. A new family of explicit time integration methods for linear and non‐linear structural dynamics , 1994 .
[38] J. T. Oden,et al. High-order Taylor-Galerkin and adaptive h-p methods for second-order hyperbolic systems: Application to elastodynamics , 1993 .