Behavior of ungrouted and unbonded post-tensioned masonry beams and slabs
The paper shows and discusses the results of an experimental program aimed at assessing the flexural behavior of ungrouted and unbonded post-tensioned masonry (UUPTM) elements such a beams or two-way slabs. In this structural system, the bed and head mortar joints are excluded and the concrete block...
- Autores:
- Tipo de recurso:
- Fecha de publicación:
- 2017
- Institución:
- Universidad de Medellín
- Repositorio:
- Repositorio UDEM
- Idioma:
- eng
- OAI Identifier:
- oai:repository.udem.edu.co:11407/4352
- Acceso en línea:
- http://hdl.handle.net/11407/4352
- Palabra clave:
- Beams
Concrete masonry
Flexure
Post-tensioned
Restraint block
Slabs
Tendon
Building codes
Concretes
Masonry materials
Prestressed concrete
Wire
Beams
Concrete masonry
Flexure
Post tensioned
Restraint block
Slabs
Tendons
- Rights
- License
- http://purl.org/coar/access_right/c_16ec