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    Improving Parallel Substructuring Efficiency by Using a Multilevel Approach

    Source: Journal of Computing in Civil Engineering:;2012:;Volume ( 026 ):;issue: 004
    Author:
    Yuan-Sen Yang
    ,
    Shang-Hsien Hsieh
    ,
    Tung-Ju Hsieh
    DOI: 10.1061/(ASCE)CP.1943-5487.0000142
    Publisher: American Society of Civil Engineers
    Abstract: This research adopted a multilevel substructuring approach to improve the efficiency of parallel substructure finite-element analysis. The multilevel approach employed in this work provides a simple way to parallelize the computational workload of solving the interface equation system and reduces the total time cost. Eight numerical examples of structural analysis were used to demonstrate the effectiveness of the multilevel parallel substructural method for nonlinear dynamic structural analysis. The scalability with respect to number of cores and problem sizes was investigated. The results showed that, compared with the ordinary single-level approach, the multilevel approach reduces up to 50% of the interface equation system solving time and improves the overall efficiency of parallel substructural method by up to 40% in the examples.
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      Improving Parallel Substructuring Efficiency by Using a Multilevel Approach

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    http://yetl.yabesh.ir/yetl1/handle/yetl/59116
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    contributor authorYuan-Sen Yang
    contributor authorShang-Hsien Hsieh
    contributor authorTung-Ju Hsieh
    date accessioned2017-05-08T21:40:28Z
    date available2017-05-08T21:40:28Z
    date copyrightJuly 2012
    date issued2012
    identifier other%28asce%29cp%2E1943-5487%2E0000149.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59116
    description abstractThis research adopted a multilevel substructuring approach to improve the efficiency of parallel substructure finite-element analysis. The multilevel approach employed in this work provides a simple way to parallelize the computational workload of solving the interface equation system and reduces the total time cost. Eight numerical examples of structural analysis were used to demonstrate the effectiveness of the multilevel parallel substructural method for nonlinear dynamic structural analysis. The scalability with respect to number of cores and problem sizes was investigated. The results showed that, compared with the ordinary single-level approach, the multilevel approach reduces up to 50% of the interface equation system solving time and improves the overall efficiency of parallel substructural method by up to 40% in the examples.
    publisherAmerican Society of Civil Engineers
    titleImproving Parallel Substructuring Efficiency by Using a Multilevel Approach
    typeJournal Paper
    journal volume26
    journal issue4
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)CP.1943-5487.0000142
    treeJournal of Computing in Civil Engineering:;2012:;Volume ( 026 ):;issue: 004
    contenttypeFulltext
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