Degredation properties of reinforced concrete walls with openings
This paper compares the performance of four isolated reinforced concrete (RC) walls with openings: two prototype walls tested under quasi-static cyclic (QSC) loading, and two models tested under shaking table excitation. The variables studied were the web steel ratio, the type of web reinforcement,...
- Autores:
-
Carrillo, Julián
Alcocer, Sergio M.
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2011
- Institución:
- Universidad Nacional de Colombia
- Repositorio:
- Universidad Nacional de Colombia
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.unal.edu.co:unal/40456
- Acceso en línea:
- https://repositorio.unal.edu.co/handle/unal/40456
http://bdigital.unal.edu.co/30553/
- Palabra clave:
- 62 Ingeniería y operaciones afines / Engineering
degradation
stiffness
strength
concrete walls
openings
shaking table testing
- Rights
- openAccess
- License
- Atribución-NoComercial 4.0 Internacional