Virtual-pulse time integral methodology: A new approach for computational dynamics. Part 1. Theory for linear structural dynamics

Finite Elements in Analysis and Design

Volumn 20, Issue 3, 1995, Pages 179-194

  Sha, Desong ^a   Chen, Xiaoqin ^b   Tamma, Kumar K ^b  

^a DALIAN UNIVERSITY OF TECHNOLOGY   (China)

^b UNIVERSITY OF MINNESOTA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 58149209251     PISSN: 0168874X     EISSN: None     Source Type: Journal    
DOI: 10.1016/0168-874X(95)00016-M     Document Type: Article

References (15)

1. A Method of Computation for Structural Dynamics
2. A computer program for the dynamic stress analysis of underground structures
3. Stability and accuracy analysis of direct integration methods
4. A recurrence matrix solution of dynamic response of elastic aircraft
5. Improved numerical dissipation for time integrations in structural dynamics
6. A unified set of single step algorithms. Part I: General formulation and applications
7. A unified set of single step algorithms. Part 2: Theory
8. Development of an implicit method with numerical dissipation from a generalized single-step algorithm for structural dynamics
9. A new finite element based Lax-Wendrof/Taylor-Galerkin methodology for computational dynamics
10. s-family of self-starting algorithms for computational structural dynamics
11. An unconditionally stable explicit algorithm for structural dynamics
12. Integration operators for transient structural response