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

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

Ovidius University Annals of Constanta - Series Civil Engineering

Volume 20 (2018): Issue 1 (December 2018)

By: Florin Ţepeş Onea and Marian Dragomir

Open Access

|Feb 2019

References

[1] Cod de practică seismică P100-1/2013
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[2] T.Postelnicu, I.Damian, D.Zamfirescu (2012), Proiectarea structurilor de beton armat în zone seismice, Editura MarLink, Bcureşti
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[3] T.Paulay,H.Bachman,K.Moser (1997), Proiectarea structurilor de beton armat la acţiuni seismice, Editura Tehnică,Bucureşti
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[4] I.G.Craifăleanu (2016), Introducere în calculul neliniar al structurilor la acţiuni seismice cu programul SAP2000,Matrixrom
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[5]SR-EN1992-1-1 Eurocod 2Proiectarea structurilor de beton armat partea 1-1. Reguli generale pentru clădiri.
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DOI: https://doi.org/10.2478/ouacsce-2018-0008 | Journal eISSN: 2392-6139

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Language: English

Page range: 73 - 80

Published on: Feb 23, 2019

Published by: Ovidius University of Constanta

In partnership with: Paradigm Publishing Services

Publication frequency: 1 issue per year

Keywords:

non-linear static calculation,

reinforced concrete frame structure,

seismic response

Related subjects:

Architecture and design,

Architects, buildings,

Introductions and overviews,

Engineering, other,

Mechanics and fluid dynamics

© 2019 Florin Ţepeş Onea, Marian Dragomir, published by Ovidius University of Constanta
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

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