Analysis of beam-column elements on non-homogeneous soil using the differential transformation method
ABSTRACT : This paper describes an analytical approach to conduct an analysis of beam-column elements with generalized end-boundary conditions on a homogeneous or non-homogeneous Pasternak elastic foundation. The mathematical formulation utilized herein is that presented by the senior author in a re...
- Autores:
-
Carvajal Muñoz, Juan Sebastián
Vega Posada, Carlos Alberto
Saldarriaga Molina, Julio César
- Tipo de recurso:
- Article of investigation
- Fecha de publicación:
- 2022
- Institución:
- Universidad de Antioquia
- Repositorio:
- Repositorio UdeA
- Idioma:
- eng
- OAI Identifier:
- oai:bibliotecadigital.udea.edu.co:10495/32771
- Acceso en línea:
- https://hdl.handle.net/10495/32771
https://revistas.udea.edu.co/index.php/ingenieria/article/view/343176
- Palabra clave:
- Análisis matemático
Mathematical analysis
Suelos
Soils
Mecánica de suelos
Soil mechanics
Suelo no homogéneo
- Rights
- openAccess
- License
- http://creativecommons.org/licenses/by-nc-sa/2.5/co/