Comparison of Ductility in the Shear Walls Reinforced with GFRP and Steel Rebars
In concrete structures in order to reduce the story drift, one of the simple methods are using a shear wall. Due to the fact that the concrete shear wall has a suitable stiffness, it can be limited the displacement of the story as much as the seismic demand. The use of GFRP polymer composite rebar i...
Guardado en:
| Autores principales: | , , |
|---|---|
| Formato: | article |
| Lenguaje: | FA |
| Publicado: |
Iranian Society of Structrual Engineering (ISSE)
2018
|
| Materias: | |
| Acceso en línea: | https://doaj.org/article/67d64dafd00148a982af808110583e7d |
| Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|