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...

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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