Biaxial bending of slender hsc columns and tubes filled with concrete under short- and long-term loads: ii) verification

An analytical method that calculates both the short- and long-term response of slender columns made of high-strength concrete (HSC) and of tubes filled with concrete with generalized end conditions that are subjected to transverse loads along the span and to axial loads at the ends (causing single-...

Full description

Autores:
Rodríguez-Gutiérrez, Jose A.
Aristizabal-Ochoa, Jose Dario
Tipo de recurso:
Article of journal
Fecha de publicación:
2014
Institución:
Universidad Nacional de Colombia
Repositorio:
Universidad Nacional de Colombia
Idioma:
spa
OAI Identifier:
oai:repositorio.unal.edu.co:unal/52542
Acceso en línea:
https://repositorio.unal.edu.co/handle/unal/52542
http://bdigital.unal.edu.co/46890/
Palabra clave:
arriostramiento
pandeo
columnas
fundación elástica
pilas
conexiones semirrígidas
estabilidad
: Axial load
Biaxial bending
Columns
Composite materials
High-strength concrete
Deflections
Rights
openAccess
License
Atribución-NoComercial 4.0 Internacional