Modèle en effort résultants pour dimensionnement optimal deds portiques en béton armé
The standard design procedure of reinforced concrete frame structures starts with linear analysis to obtain the corresponding diagrams of stress resultants (bending moment, shear and axial force), followed by the ultimate analysis of each cross section. The main disadvantage of such a design procedu...
| Main Author: | |
|---|---|
| Language: | ENG |
| Published: |
École normale supérieure de Cachan - ENS Cachan
2009
|
| Subjects: | |
| Online Access: | http://tel.archives-ouvertes.fr/tel-00538958 http://tel.archives-ouvertes.fr/docs/00/53/89/58/PDF/Pham2009.pdf |