| Título |
Optimal Reinforcement for Post Stressed Concrete Cross Sections |
| Autores |
Garcia-Villena, F. A. , CARBONELL MÁRQUEZ, JUAN FRANCISCO |
| Publicación externa |
No |
| Medio |
Inf. Constr. |
| Alcance |
Article |
| Naturaleza |
Científica |
| Cuartil JCR |
4 |
| Cuartil SJR |
1 |
| Impacto JCR |
0.27300 |
| Impacto SJR |
0.35300 |
| Web |
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84933497472&doi=10.3989%2fic.13.099&partnerID=40&md5=63735f28c681726553127e49c8ca46de |
| Fecha de publicacion |
01/12/2014 |
| ISI |
000350224100015 |
| Scopus Id |
2-s2.0-84933497472 |
| DOI |
10.3989/ic.13.099 |
| Abstract |
The amount of passive reinforcement to be provided in the ultimate limit state is computed by means of RSD (Reinforcement Sizing Diagrams) taking into account the presence of active reinforcement, for a particular range of pairs active steel area - active steel eccentricity (A(p) - d(p)) that meet the requirements imposed by the serviceability limit state. The solution that provides the minimum total cost of both active and passive steel is selected. |
| Palabras clave |
Post Stressed Concrete; beams; optimal reinforcement; Reinforcement Sizing Diagrams |
| Miembros de la Universidad Loyola |
|
Gestionar cookies