Flexural behavior of ungrouted post-tensioned concrete masonry beams with unbonded bars
Precast and post-tensioned systems increase the efficiency of masonry beams in terms of labor and time of construction. This study is aimed at evaluating the flexural behavior of ungrouted post-tensioned concrete masonry beams, with eccentric bars, and the effect of the main design parameters on the...
- Autores:
- Tipo de recurso:
- Fecha de publicación:
- 2019
- Institución:
- Universidad de Medellín
- Repositorio:
- Repositorio UDEM
- Idioma:
- eng
- OAI Identifier:
- oai:repository.udem.edu.co:11407/6078
- Acceso en línea:
- http://hdl.handle.net/11407/6078
- Palabra clave:
- Rights
- License
- http://purl.org/coar/access_right/c_16ec