Escudo de la República de Colombia
Sistema Nacional de Biliotecas - Repositorio Institucional Universidad Nacional de Colombia Biblioteca Digital - Repositorio Institucional UN Sistema Nacional de Bibliotecas UN

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

Aristizabal-Ochoa, Jose Dario (2012) Induced moments and lateral deflections in columns with initial imperfections and semirigid connections: ii) verification and examples. Dyna; Vol. 79, núm. 172 (2012); 18-19 DYNA; Vol. 79, núm. 172 (2012); 18-19 2346-2183 0012-7353 .

Texto completo

[img]
Vista previa
PDF
2MB
[img] HTML
30kB

URL oficial: http://revistas.unal.edu.co/index.php/dyna/article...

Resumen

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 connections when the columns are subjected to eccentric axial loads at both ends. Comparisons of the induced elastic moments, the second-order deflections, and the critical loads obtained using the proposed approach, and those available in the technical literature for classic column cases are presented herein. Also, sensitivity studies and several examples are presented in detail which demonstrate the effectiveness and accuracy of the proposed closed-form equations and the importance of initial imperfections, semirigid connections, and lateral bracing on the second-order behavior and stability of beam-columns. Results obtained from the proposed equations are compared with those obtained using the FEM computer program ABAQUS, showing its simplicity and accuracy. The closed-form expressions can be used by researchers and structural engineers to investigate the effects of initial imperfections and semirigid connections on the elastic behavior of columns under heavy eccentric axial loads, including cases with relatively large deflections (< 0.1 times the column span).

Tipo de documento:Artículo - Article
Información adicional:Derechos de autor reservados
Palabras clave:Beam-columns, Bracing, Buckling, Columns, Computer Applications, Deflections, Design, Frames, Large Deflections, Loads, Reversals of Deflections, Second-order analysis, Stability
Unidad administrativa:Revistas electrónicas UN > Dyna
Código ID:27383
Enviado por : Dirección Nacional de Bibliotecas STECNICO
Enviado el día :27 Junio 2014 18:32
Ultima modificación:06 Junio 2018 10:57
Ultima modificación:06 Junio 2018 10:57
Exportar:Clic aquí
Estadísticas:Clic aquí
Compartir:

Solamente administradores del repositorio: página de control del ítem

Vicerrectoría de Investigación: Número uno en investigación
Indexado por:
Indexado por Scholar Google WorldCat DRIVER Metabiblioteca OAIster BASE BDCOL Registry of Open Access Repositories SNAAC Red de repositorios latinoamericanos eprints Open archives La referencia Tesis latinoamericanas OpenDOAR CLACSO
Este sitio web se ve mejor en Firefox