Post-Cracking Shear Stiffness Model of Reinforced Concrete Beams
Macro diagonal cracks can significantly reduce the stiffness of slender reinforced concrete (RC) beams, which results in excessive deflection compared with limitations from design specifications. To evaluate the post-cracking stiffness of slender RC beams with diagonal cracks, a shear degradation mo...
Tallennettuna:
| Päätekijät: | , , , , , |
|---|---|
| Aineistotyyppi: | Artigo |
| Kieli: | Inglês |
| Julkaistu: |
MDPI AG
2023-11-01
|
| Sarja: | Buildings |
| Aiheet: | |
| Linkit: | https://www.mdpi.com/2075-5309/13/11/2814 |
| Tagit: |
Ei tageja, Lisää ensimmäinen tagi!
|