Design of boundary combined footings of rectangular shape using a new model
This paper presents the design of boundary combined footings of rectangular shape using a new model to consider real soil pressure acting on the contact surface of the footing; such pressure is presented in terms of an axial load, moment around the “X” axis and moment around the “Y” axis to each col...
- Autores:
-
Luévanos Rojas, Arnulfo
- 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/52522
- Acceso en línea:
- https://repositorio.unal.edu.co/handle/unal/52522
http://bdigital.unal.edu.co/46868/
- Palabra clave:
- Combined footing of boundary
Resultant force
Center of gravity
Bending moment
Shear force by bending
Shear force by penetration
boundary combined footings
resultant force
center of gravity
bending moment
bending shear
punching shear.
- Rights
- openAccess
- License
- Atribución-NoComercial 4.0 Internacional