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
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| dc.title.spa.fl_str_mv |
Design of boundary combined footings of rectangular shape using a new model |
| title |
Design of boundary combined footings of rectangular shape using a new model |
| spellingShingle |
Design of boundary combined footings of rectangular shape using a new model 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. |
| title_short |
Design of boundary combined footings of rectangular shape using a new model |
| title_full |
Design of boundary combined footings of rectangular shape using a new model |
| title_fullStr |
Design of boundary combined footings of rectangular shape using a new model |
| title_full_unstemmed |
Design of boundary combined footings of rectangular shape using a new model |
| title_sort |
Design of boundary combined footings of rectangular shape using a new model |
| dc.creator.fl_str_mv |
Luévanos Rojas, Arnulfo |
| dc.contributor.author.spa.fl_str_mv |
Luévanos Rojas, Arnulfo |
| dc.subject.proposal.spa.fl_str_mv |
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. |
| topic |
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. |
| description |
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 column. The classic model considers an axial load and moment around the transverse axis applied in each column, and when the moments in two directions are taken into account, the maximum pressure throughout the contact surface of the footing is considered the same. The main part of this research is that the proposed model considers real soil pressure and the classic model takes into account the maximum pressure and uniform is considered. It is concluded that the proposed model is more suited to the real conditions and is more economical. |
| publishDate |
2014 |
| dc.date.issued.spa.fl_str_mv |
2014-12-16 |
| dc.date.accessioned.spa.fl_str_mv |
2019-06-29T14:37:14Z |
| dc.date.available.spa.fl_str_mv |
2019-06-29T14:37:14Z |
| dc.type.spa.fl_str_mv |
Artículo de revista |
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http://purl.org/coar/resource_type/c_2df8fbb1 |
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info:eu-repo/semantics/article |
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info:eu-repo/semantics/publishedVersion |
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http://purl.org/coar/resource_type/c_6501 |
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http://purl.org/coar/version/c_970fb48d4fbd8a85 |
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Text |
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http://purl.org/redcol/resource_type/ART |
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http://purl.org/coar/resource_type/c_6501 |
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publishedVersion |
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https://repositorio.unal.edu.co/handle/unal/52522 |
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http://bdigital.unal.edu.co/46868/ |
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https://repositorio.unal.edu.co/handle/unal/52522 http://bdigital.unal.edu.co/46868/ |
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spa |
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spa |
| dc.relation.spa.fl_str_mv |
http://revistas.unal.edu.co/index.php/dyna/article/view/41800 |
| dc.relation.ispartof.spa.fl_str_mv |
Universidad Nacional de Colombia Revistas electrónicas UN Dyna Dyna |
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Dyna; Vol. 81, núm. 188 (2014); 199-208 DYNA; Vol. 81, núm. 188 (2014); 199-208 2346-2183 0012-7353 |
| dc.relation.references.spa.fl_str_mv |
Luévanos Rojas, Arnulfo (2014) Design of boundary combined footings of rectangular shape using a new model. Dyna; Vol. 81, núm. 188 (2014); 199-208 DYNA; Vol. 81, núm. 188 (2014); 199-208 2346-2183 0012-7353 . |
| dc.rights.spa.fl_str_mv |
Derechos reservados - Universidad Nacional de Colombia |
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http://purl.org/coar/access_right/c_abf2 |
| dc.rights.license.spa.fl_str_mv |
Atribución-NoComercial 4.0 Internacional |
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http://creativecommons.org/licenses/by-nc/4.0/ |
| dc.rights.accessrights.spa.fl_str_mv |
info:eu-repo/semantics/openAccess |
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Atribución-NoComercial 4.0 Internacional Derechos reservados - Universidad Nacional de Colombia http://creativecommons.org/licenses/by-nc/4.0/ http://purl.org/coar/access_right/c_abf2 |
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openAccess |
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application/pdf |
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Universidad Nacional de Colombia Sede Medellín |
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Universidad Nacional de Colombia |
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Atribución-NoComercial 4.0 InternacionalDerechos reservados - Universidad Nacional de Colombiahttp://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Luévanos Rojas, Arnulfo6aa5a9e3-7cf4-4e91-a240-9c7ee544853f3002019-06-29T14:37:14Z2019-06-29T14:37:14Z2014-12-16https://repositorio.unal.edu.co/handle/unal/52522http://bdigital.unal.edu.co/46868/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 column. The classic model considers an axial load and moment around the transverse axis applied in each column, and when the moments in two directions are taken into account, the maximum pressure throughout the contact surface of the footing is considered the same. The main part of this research is that the proposed model considers real soil pressure and the classic model takes into account the maximum pressure and uniform is considered. It is concluded that the proposed model is more suited to the real conditions and is more economical.ABSTRACT: This paper presents the design of combined footings of boundary of rectangular shape using a new model to consider the soil real pressures acting on the contact surface of the footing, these pressures are presented in terms of an axial load, moment around the axis “X” and moment around the axis “Y” to each column. The classic model considers an axial load and a moment around the axis “X” (transverse axis) applied to each column, i.e., the force resulting from the applied loads are located on the axis “Y” (longitudinal axis). The main part of this research is that the proposed model considers the bending moments around the axis “Y” and the classic model neglected the moments around the axis “Y”. Then, the proposed model is more suited to the general conditions and is more economical.RESUMEN: Este documento presenta el diseño de zapatas combinadas de lindero de forma rectangular utilizando un nuevo modelo para considerar las presiones reales del suelo que actúan en la superficie de contacto de la zapata, dichas presiones se presentan en función de una carga axial, momento alrededor del eje “X” y momento alrededor del eje “Y” de cada columna. El modelo clásico considera una carga axial y un solo momento alrededor del eje “X” (eje transversal) aplicada en cada columna, es decir, la fuerza resultante de las cargas aplicadas se localiza sobre el eje “Y” (eje longitudinal). La parte principal de esta investigación es que el modelo propuesto considera momentos flexionantes alrededor del eje “Y” y el modelo clásico no los toma en cuenta. Entonces el nuevo modelo es el más apropiado, ya que se apega más a las condiciones reales y es más económico.application/pdfspaUniversidad Nacional de Colombia Sede Medellínhttp://revistas.unal.edu.co/index.php/dyna/article/view/41800Universidad Nacional de Colombia Revistas electrónicas UN DynaDynaDyna; Vol. 81, núm. 188 (2014); 199-208 DYNA; Vol. 81, núm. 188 (2014); 199-208 2346-2183 0012-7353Luévanos Rojas, Arnulfo (2014) Design of boundary combined footings of rectangular shape using a new model. Dyna; Vol. 81, núm. 188 (2014); 199-208 DYNA; Vol. 81, núm. 188 (2014); 199-208 2346-2183 0012-7353 .Design of boundary combined footings of rectangular shape using a new modelArtículo de revistainfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/ARTCombined footing of boundaryResultant forceCenter of gravityBending momentShear force by bendingShear force by penetrationboundary combined footingsresultant forcecenter of gravitybending momentbending shearpunching shear.ORIGINAL41800-234161-1-PB.pdfapplication/pdf943353https://repositorio.unal.edu.co/bitstream/unal/52522/1/41800-234161-1-PB.pdf0cf66b19c38e06932e5ecd811f479aaaMD5141800-190628-1-SP.docxapplication/vnd.openxmlformats-officedocument.wordprocessingml.document17321https://repositorio.unal.edu.co/bitstream/unal/52522/2/41800-190628-1-SP.docxc3610b3df95a96b194f9cb96d1d2bcabMD52THUMBNAIL41800-234161-1-PB.pdf.jpg41800-234161-1-PB.pdf.jpgGenerated Thumbnailimage/jpeg9518https://repositorio.unal.edu.co/bitstream/unal/52522/3/41800-234161-1-PB.pdf.jpg254c7c10f9221e6a95ed1f1299e9addcMD53unal/52522oai:repositorio.unal.edu.co:unal/525222024-03-02 23:08:28.682Repositorio Institucional Universidad Nacional de Colombiarepositorio_nal@unal.edu.co |