<abstract xmlns="http://www.w3.org/1999/xhtml"><p>The paper presents a study case and highlights the changes made by the new, in force, seismic Code P100-1/2013 in comparison with the former P100-1/2006, concerning the reinforced concrete frame structural systems design. Different seismic designed RC frames systems, compatible with modern office requirements, were studied. The influence of the earthquake codes provisions on design of regular buildings, having openings fitted for open spaces, with a story height of 3.50m, was assessed. The benefits of tubular structures, with rigid frames made of closely spaced columns on the building perimeter, were analyzed as well. The results of the study case are presented emphasizing the consequences of the application of the new seismic Code on the computation of the reinforced concrete frame structures.</p></abstract>

The paper presents a study case and highlights the changes made by the new, in force, seismic Code P100-1/2013 in comparison with the former P100-1/2006, concerning the reinforced concrete frame structural systems design. Different seismic designed RC frames systems, compatible with modern office requirements, were studied. The influence of the earthquake codes provisions on design of regular buildings, having openings fitted for open spaces, with a story height of 3.50m, was assessed. The benefits of tubular structures, with rigid frames made of closely spaced columns on the building perimeter, were analyzed as well. The results of the study case are presented emphasizing the consequences of the application of the new seismic Code on the computation of the reinforced concrete frame structures.

Seismic Design Of Low-Rise Office Buildings According To Romanian Seismic Codes. Case Study.

Technical University of Civil Engineering, The Faculty of Civil, Industrial and Agricultural Buildings

Modelling in Civil Environmental Engineering

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

The paper presents a study case and highlights the changes made by the new, in force, seismic Code P100-1/2013 in comparison with the former P100-1/2006,...

Seismic Design Of Low-Rise Office Buildings According To Romanian Seismic Codes. Case Study.

Pubblicato online: 10 lug 2015

Pagine: 10 - 18

DOI: https://doi.org/10.1515/mmce-2015-0007

Parole chiave
space flexibility, seismic performance, tubular structure

© Ana-Maria Ghiţă

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Seismic Design Of Low-Rise Office Buildings According To Romanian Seismic Codes. Case Study.

Pubblicato online: 10 lug 2015

Pagine: 10 - 18

DOI: https://doi.org/10.1515/mmce-2015-0007

Parole chiavespace flexibility, seismic performance, tubular structure

© Ana-Maria Ghiţă

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Parole chiave
space flexibility, seismic performance, tubular structure