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contributor authorP. K. Umesha
contributor authorM. T. Venuraju
contributor authorD. Hartmann
contributor authorK. R. Leimbach
date accessioned2017-05-08T21:13:25Z
date available2017-05-08T21:13:25Z
date copyrightNovember 2007
date issued2007
identifier other%28asce%290887-3801%282007%2921%3A6%28463%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43348
description abstractAmong different activities of the optimum structural design using the gradient-based optimization approaches, design sensitivity analysis is the most time-consuming computational process. By introducing parallel computing techniques for sensitivity computation, significant speedup has been obtained in optimum structural design. Computation of design sensitivities is characteristically uncoupled, thus opening the door to parallelization. In this paper, two types of approaches viz. single-level and multilevel parallelisms are pursued for design sensitivities. The design sensitivities are computed using analytical and finite-difference methods. Numerical studies show that the performance of the parallel algorithms for design sensitivities on message passing systems is very good. Good speedups have been achieved in parallel multilevel sensitivity calculation. The parallel algorithms for design sensitivity analysis have been implemented on message passing parallel systems within the software platform of Parallel Computer Adaptive Language.
publisherAmerican Society of Civil Engineers
titleParallel Computing Techniques for Sensitivity Analysis in Optimum Structural Design
typeJournal Paper
journal volume21
journal issue6
journal titleJournal of Computing in Civil Engineering
identifier doi10.1061/(ASCE)0887-3801(2007)21:6(463)
treeJournal of Computing in Civil Engineering:;2007:;Volume ( 021 ):;issue: 006
contenttypeFulltext


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