etude d'un pont a poutres en beton precontraint
| dc.contributor.author | SOUSSI, Abdellatif | |
| dc.contributor.author | YAGOUB, Sid Ahmed | |
| dc.date.accessioned | 2024-02-01T14:48:48Z | |
| dc.date.available | 2024-02-01T14:48:48Z | |
| dc.date.issued | 2015 | |
| dc.description.abstract | The project developed in this memory is a study of a girder bridge prestressed concrete Located in Zéralda its starting point by Pk182 During our study of this project, we talked about the different stages of execution of a work of art; also how to apply all regulations and the use of computer tools for modeling and analysis of our work The structure has a length of 72m, it rests on two abutments and a bent and the total length of the span is 36m with a width equal apron 10.50m compound 5 girders spaced 2.25m prestressed concrete. | en_US |
| dc.identifier.citation | https://theses.univ-temouchent.edu.dz/opac_css/doc_num.php?explnum_id=1296 | en_US |
| dc.identifier.uri | http://dspace.univ-temouchent.edu.dz/handle/123456789/1845 | |
| dc.subject | Bridget, Span,Girder, Prestress, Bent | en_US |
| dc.title | etude d'un pont a poutres en beton precontraint | en_US |