Determination of the Basic Force-Displacement on the Top in the Case of the Structure with Reinforced Concrete Frames P+6
and | Feb 23, 2019
Published Online: Feb 23, 2019
Page range: 73 - 80
DOI: https://doi.org/10.2478/ouacsce-2018-0008
Keywords
© 2018 Florin Ţepeş Onea et al., published by Sciendo
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 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.