<abstract xmlns="http://www.w3.org/1999/xhtml"><p>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.</p><p>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.</p></abstract>

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.

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

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

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...

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

Publicado en línea: 23 feb 2019

Páginas: 73 - 80

DOI: https://doi.org/10.2478/ouacsce-2018-0008

Palabras clave
non-linear static calculation, reinforced concrete frame structure, seismic response

© 2018 Florin Ţepeş Onea et al., published by Sciendo

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

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

Publicado en línea: 23 feb 2019

Páginas: 73 - 80

DOI: https://doi.org/10.2478/ouacsce-2018-0008

Palabras clavenon-linear static calculation, reinforced concrete frame structure, seismic response

© 2018 Florin Ţepeş Onea et al., published by Sciendo

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

Palabras clave
non-linear static calculation, reinforced concrete frame structure, seismic response