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SSI effects on the redistribution of seismic forces in one-storey R/C buildings

  • Askouni, Paraskevi K. (Department of Civil Engineering, University of Patras) ;
  • Karabalis, Dimitris L. (Department of Civil Engineering, University of Patras)
  • Received : 2020.12.03
  • Accepted : 2021.02.17
  • Published : 2021.03.25

Abstract

In the current work, a series of seismic analyses of one-storey asymmetrical reinforced concrete (R/C) framed buildings is accomplished while the effect of soil deformability on the structural response is investigated. A comparison is performed between the simplified elastic behavior of R/C elements according to the structural regulations' instructions to the possible non-linear behavior of R/C elements under actual circumstances. The target of the time history analyses is the elucidation of the Soil-Structure Interaction (SSI) effect in the seismic behavior of common R/C structures by examining the possible elastic or elastoplastic behavior of R/C sections because of the redistribution of the internal forces by employing a realistic damage index. The conclusions acquired from the presented elastic and elastoplastic analyses supply practical guidelines towards the safer design of structures.

Keywords

References

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