A parallel adaptive dynamic relaxation (ADR) algorithm has been developed for nonlinear structural analysis. This algorithm has minimal memory requirements, is easily parallelizable and scalable to many processors, and is generally very reliable and efficient for highly nonlinear problems. Performance evaluations on single-processor computers have shown that the ADR algorithm is reliable and highly vectorizable, and that it is competitive with direct solution methods for the highly nonlinear problems considered. The present algorithm is implemented on the 512-processor Intel Touchstone DELTA system at Caltech, and it is designed to minimize the extent and frequency of interprocessor communication. The algorithm has been used to solve for th...
In this research, a concurrent and domain-by-domain algorithm developed for the solution of transien...
A new family of higher-order implicit, one-step integration algorithms has been developed and evalua...
A computational procedure is presented for the nonlinear dynamic analysis of unsymmetric structures ...
ABSTRACT The problem addressed inNIhis researchiv- the lack of a Srobust structural analysis computa...
Abstract This paper describes a parallel algorithm for Dynamic Relaxation Method. The basic theory o...
A nonlinear structural dynamics finite element program was developed to run on a shared memory multi...
The principal objective of this research is to develop, test, and implement coarse-grained, parallel...
This research addresses the time history analysis of structures subjected to dynamic loads using hig...
A two-parameter class of time-stepping algorithms for nonlinear structural dynamics is investigated....
Program predicts expected deformations and stresses in nonlinear simple geometric structures subject...
[[abstract]]In the area of crash impact, research is urgently required on the development and evalua...
This research is directed toward the analysis of large, three dimensional, nonlinear dynamic problem...
A multiphase selfadaptive predictor corrector type algorithm was developed. This algorithm enables t...
In this paper, an adaptive dynamic relaxation technique is proposed as an efficient method for large...
An unstructured adaptive mesh refinement (AMR) method is used in conjunction with the cell-to-cell m...
In this research, a concurrent and domain-by-domain algorithm developed for the solution of transien...
A new family of higher-order implicit, one-step integration algorithms has been developed and evalua...
A computational procedure is presented for the nonlinear dynamic analysis of unsymmetric structures ...
ABSTRACT The problem addressed inNIhis researchiv- the lack of a Srobust structural analysis computa...
Abstract This paper describes a parallel algorithm for Dynamic Relaxation Method. The basic theory o...
A nonlinear structural dynamics finite element program was developed to run on a shared memory multi...
The principal objective of this research is to develop, test, and implement coarse-grained, parallel...
This research addresses the time history analysis of structures subjected to dynamic loads using hig...
A two-parameter class of time-stepping algorithms for nonlinear structural dynamics is investigated....
Program predicts expected deformations and stresses in nonlinear simple geometric structures subject...
[[abstract]]In the area of crash impact, research is urgently required on the development and evalua...
This research is directed toward the analysis of large, three dimensional, nonlinear dynamic problem...
A multiphase selfadaptive predictor corrector type algorithm was developed. This algorithm enables t...
In this paper, an adaptive dynamic relaxation technique is proposed as an efficient method for large...
An unstructured adaptive mesh refinement (AMR) method is used in conjunction with the cell-to-cell m...
In this research, a concurrent and domain-by-domain algorithm developed for the solution of transien...
A new family of higher-order implicit, one-step integration algorithms has been developed and evalua...
A computational procedure is presented for the nonlinear dynamic analysis of unsymmetric structures ...