Issue Section:
Discussion
Topics:
Linear systems
1.
Bennighof, J. K., and Wu, J.-Y., 1991, “An unconditionally stable parallel transient algorithm with multistep independent subdomain computation,” Parallel Methods on Large-Scale Structural Analysis and Physics Applications, O. O. Storaasli and E. A. Carmona, eds., Pergamon Press, Oxford, pp. 217–230.
2.
Harichandaran, R. S., and Ye, B., 1993, “A method of deriving parallel algorithms for direct integration in structural dynamics,” Parallel Computational Methods for Large-Scale Structural Analysis and Design, O. O. Storaasli, J. M. Housner, and D. T. Nguyen, eds., Elsevier, New York, pp. 415–420.
3.
Shieh, R. C., 1993, “Massively parallel computational methods for finite element analysis of transient structural responses,” Parallel Computational Methods for Large-Scale Structural Analysis and Design, O. O. Storaasli, J. M. Housner, and D. T. Nguyen, eds., Elsevier, New York, pp. 421–433.
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