Induced moments and lateral deflections in columns with initial imperfections and semirigid connections: ii) verification and examples

An analytical method and the closed-form expressions derived in a companion paper are used to evaluate the induced elastic bending moments and second-order deflections in slender prismatic columns with initial geometric imperfections (i.e., initial curvature and out-of-plumbness) and semirigid conne...

Full description

Autores:
Aristizabal-Ochoa, Jose Dario
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/37299
Acceso en línea:
https://repositorio.unal.edu.co/handle/unal/37299
http://bdigital.unal.edu.co/27383/
Palabra clave:
Beam-columns
Bracing
Buckling
Columns
Computer Applications
Deflections
Design
Frames
Large Deflections
Loads
Reversals of Deflections
Second-order analysis
Stability
Rights
openAccess
License
Atribución-NoComercial 4.0 Internacional