Stability and minimum lateral bracing for stepped columns with semi-rigid connections including shear effects: i) theory
A complete column classification and the corresponding stability equations for single stepped columns with sidesway inhibited, partially inhibited, and uninhibited, subjected to concentrated axial loads located at the ends and at the intermediate joint including semi-rigid connections and shear forc...
- Autores:
-
Aristizábal Ochoa, José Darío
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2012
- Institución:
- Universidad Nacional de Colombia
- Repositorio:
- Universidad Nacional de Colombia
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.unal.edu.co:unal/38916
- Acceso en línea:
- https://repositorio.unal.edu.co/handle/unal/38916
http://bdigital.unal.edu.co/29013/
- Palabra clave:
- Bracing
Buckling
Building Codes
Columns
Construction
Computer applications
Frames
Loads
Semi-rigid connections
Shear deformations
Shoring
Stability
Stepped columns.
Bracing
Buckling
Building codes
Columns
Construction
Computer applications
Frames
Loads
Semi-rigid connections
Shear deformations
Shoring
Stability
Stepped columns.
- Rights
- openAccess
- License
- Atribución-NoComercial 4.0 Internacional