Determination of the Basic Force-Displacement on the Top in the Case of the Structure with Reinforced Concrete Frames P+6
By: Florin Ţepeş Onea and Marian Dragomir
References
- [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.Paulay,H.Bachman,K.Moser (1997), Proiectarea structurilor de beton armat la acţiuni seismice, Editura Tehnică,Bucureşti
- [4] I.G.Craifăleanu (2016), Introducere în calculul neliniar al structurilor la acţiuni seismice cu programul SAP2000,Matrixrom
- [5]SR-EN1992-1-1 Eurocod 2Proiectarea structurilor de beton armat partea 1-1. Reguli generale pentru clădiri.
DOI: https://doi.org/10.2478/ouacsce-2018-0008 | Journal eISSN: 2392-6139
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
Related subjects:
© 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.