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Acta Mechanica Solida Sinica

, Volume 21, Issue 1, pp 28–33 | Cite as

A hybrid granularity parallel algorithm for precise integration of structural dynamic responses

  • Yuanyin Li
  • Xianlong Jin
  • Genguo Li
Article

Abstract

Precise integration methods to solve structural dynamic responses and the corresponding time integration formula are composed of two parts: the multiplication of an exponential matrix with a vector and the integration term. The second term can be solved by the series solution. Two hybrid granularity parallel algorithms are designed, that is, the exponential matrix and the first term are computed by the fine-grained parallel algorithm and the second term is computed by the coarse-grained parallel algorithm. Numerical examples show that these two hybrid granularity parallel algorithms obtain higher speedup and parallel efficiency than two existing parallel algorithms.

Key words

dynamic response precise integration hybrid granularity parallel algorithm 

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References

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Copyright information

© The Chinese Society of Theoretical and Applied Mechanics and Technology 2008

Authors and Affiliations

  • Yuanyin Li
    • 1
  • Xianlong Jin
    • 1
  • Genguo Li
    • 2
  1. 1.High Performance Computing CenterShanghai Jiaotong UniversityShanghaiChina
  2. 2.Shanghai Supercomputer CenterShanghaiChina

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