Cargando…
Application of Principal Component Analysis Approach to Predict Shear Strength of Reinforced Concrete Beams with Stirrups
The reinforced concrete (RC) member’s shear strength estimation has been experimentally studied in most cases due to its nonlinear behavior. Many empirical equations have been derived from the experimental data; however, even those adopted in the construction codes do not thoroughly and accurately d...
Autores principales: | Koo, Seungbum, Shin, Dongik, Kim, Changhyuk |
---|---|
Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2021
|
Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8269491/ https://www.ncbi.nlm.nih.gov/pubmed/34206496 http://dx.doi.org/10.3390/ma14133471 |
Ejemplares similares
-
Database of Shear Experiments on Steel Fiber Reinforced Concrete Beams without Stirrups
por: Lantsoght, Eva O. L.
Publicado: (2019) -
Effect of Steel Fiber Content on Shear Behavior of Reinforced Expanded-Shale Lightweight Concrete Beams with Stirrups
por: Li, Changyong, et al.
Publicado: (2021) -
Evaluation of Shear Capacity of Steel Fiber Reinforced Concrete Beams without Stirrups Using Artificial Intelligence Models
por: Yu, Yong, et al.
Publicado: (2022) -
Investigation of the Shear Behavior of Concrete Beams Reinforced with FRP Rebars and Stirrups Using ANN Hybridized with Genetic Algorithm
por: Di, Bo, et al.
Publicado: (2023) -
Flexural Capacity of Concrete Beams with Basalt Fiber-Reinforced Polymer Bars and Stirrups
por: Krassowska, Julita, et al.
Publicado: (2022)