Determination of the Basic Force-Displacement on the Top in the Case of the Structure with Reinforced Concrete Frames P+6

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The theme of the paper is to design the capacity of a P + 6E construction with reinforced concrete frame structure and determination of the basic force-displacement on the top. Drawing the cutting force - the displacement at the top requires a non-linear bias of the pushover type.

The non-linear static calculation is used in the displacement-based design methodology, in which lateral displacements are considered the main parameter for characterizing the seismic response of the structures.

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  • [1] Cod de practică seismică P100-1/2013

  • [2] T.Postelnicu I.Damian D.Zamfirescu (2012) Proiectarea structurilor de beton armat în zone seismice Editura MarLink Bcureşti

  • [3] T.PaulayH.BachmanK.Moser (1997) Proiectarea structurilor de beton armat la acţiuni seismice Editura TehnicăBucureşti

  • [4] I.G.Craifăleanu (2016) Introducere în calculul neliniar al structurilor la acţiuni seismice cu programul SAP2000Matrixrom

  • [5]SR-EN1992-1-1 Eurocod 2Proiectarea structurilor de beton armat partea 1-1. Reguli generale pentru clădiri.

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