Seismic damage analysis including inelastic shear–flexure interaction

@article{Mergos2009SeismicDA,
  title={Seismic damage analysis including inelastic shear–flexure interaction},
  author={Panagiotis E. Mergos and Andreas J. Kappos},
  journal={Bulletin of Earthquake Engineering},
  year={2009},
  volume={8},
  pages={27-46}
}
The paper focusses on seismic damage analysis of reinforced concrete (R/C) members, accounting for shear–flexure interaction in the inelastic range. A finite element of the beam-column type recently proposed by the writers for the seismic analysis of R/C structures is first briefly described. The analytical model consists of two distributed flexibility sub-elements which interact throughout the analysis to simulate inelastic flexural and shear response. The finite element accounts for shear… CONTINUE READING
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