Calculation of a reinforced concrete building of G+5 for residential use
| dc.contributor.author | Bouguern rima | |
| dc.date.accessioned | 2025-03-04T09:32:07Z | |
| dc.date.available | 2025-03-04T09:32:07Z | |
| dc.date.issued | 2024-06-26 | |
| dc.description.abstract | This project presents a detailed study of a building for residential use, consisting of a ground floor plus (05) floors, which will be located in the wilaya of: SKIKDA This city is classified as an average seismicity zone (IIa ) according to RPA99 version 2003. The resistance of the structure to horizontal and vertical stresses is ensured by a composite bracing system in reinforced concrete. The dimensioning and the reinforcement of all the resistant elements were in conformity with the Algerian standards (CBA.93 and RPA99 version 2003). The calculation of the various forces under the effect of static and dynamic stresses was carried out using the software (ROBOT Autodesk 2010). the infrastructure by calculating the foundations. Furthermore, the drawings was carried out by the software AUTO CAD 2013. | |
| dc.identifier.uri | http://dspace.univ-skikda.dz:4000/handle/123456789/4226 | |
| dc.language.iso | en | |
| dc.publisher | University 20 August 1955 skikda | |
| dc.title | Calculation of a reinforced concrete building of G+5 for residential use | |
| dc.type | Thesis |