Reinforcement contribution to the behavior of low-rise concrete walls
Based on steel strains recorded during shake table tests of six wall specimens, the effect and contribution of steel reinforcement to peak shear strength and displacement capacity of low-rise concrete walls is assessed and discussed. The experimental program included four variables such as wall geom...
- Autores:
-
Carrillo León, Julián
Jerez Barbosa, Sandra Roció
Guzmán Guerrero, Andrés Fernando
- Tipo de recurso:
- Article of investigation
- Fecha de publicación:
- 2014
- Institución:
- Escuela Colombiana de Ingeniería Julio Garavito
- Repositorio:
- Repositorio Institucional ECI
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.escuelaing.edu.co:001/2408
- Acceso en línea:
- https://repositorio.escuelaing.edu.co/handle/001/2408
https://www.lajss.org/index.php/LAJSS/article/view/1128
- Palabra clave:
- Concrete wall
Efficiency factor
Housing
Reinforcement contribution
Shake table
Steel strain
- Rights
- openAccess
- License
- https://creativecommons.org/licenses/by-nc-nd/4.0/
| Summary: | Based on steel strains recorded during shake table tests of six wall specimens, the effect and contribution of steel reinforcement to peak shear strength and displacement capacity of low-rise concrete walls is assessed and discussed. The experimental program included four variables such as wall geometry, concrete type, web steel ratio and type of web reinforcement. Wall response was assessed through effective steel strains in vertical reinforcement, efficiency factors of wall reinforcement, contribution of web horizontal reinforcement to wall shear strength, and the effect of type of web reinforcement to wall displacement. |
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