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...

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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:
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http://purl.org/coar/access_right/c_16ec