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Volume 30 Issue 2
Apr.  2009
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LI Zhong-cheng. Analysis of Elastic-Plastic Dynamic Response of Reinforced Concrete Frame Structure[J]. Nuclear Power Engineering, 2009, 30(2): 41-45,61.
Citation: LI Zhong-cheng. Analysis of Elastic-Plastic Dynamic Response of Reinforced Concrete Frame Structure[J]. Nuclear Power Engineering, 2009, 30(2): 41-45,61.

Analysis of Elastic-Plastic Dynamic Response of Reinforced Concrete Frame Structure

  • Received Date: 2008-03-17
  • Rev Recd Date: 2008-09-28
  • Available Online: 2025-07-28
  • Publish Date: 2009-04-15
  • Based on a set of data from seismic response test on an R/C frame,a force-based R/C beam fibre model with non-linear material properties and bond-slip effects are presented firstly in this paper,and then the applications to the tested R/C frame are presented to illustrate the model characteristics and to show the accuracy of seismic analysis including consideration of non-linear factors.It can be concluded that the elastic-plastic analysis is a potential step toward the accurate modelling for the dynamic analyses of R/C structures.Especially for the seismic safety re-evaluation of the existing NPPs,the elastic-plastic methodology with consideration of different non-linearities should be involved.

     

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