Reinforcement contribution to the behavior of low-rise concrete walls
Based on steel strains recorded during shake table tests of six wall specimens, the effect and contribution of steel reinforcement to peak shear strength and displacement capacity of low-rise concrete walls is assessed and discussed. The experimental program included four variables such as wall geom...
- Autores:
-
Carrillo León, Julián
Jerez Barbosa, Sandra Roció
Guzmán Guerrero, Andrés Fernando
- Tipo de recurso:
- Article of investigation
- Fecha de publicación:
- 2014
- Institución:
- Escuela Colombiana de Ingeniería Julio Garavito
- Repositorio:
- Repositorio Institucional ECI
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.escuelaing.edu.co:001/2408
- Acceso en línea:
- https://repositorio.escuelaing.edu.co/handle/001/2408
https://www.lajss.org/index.php/LAJSS/article/view/1128
- Palabra clave:
- Concrete wall
Efficiency factor
Housing
Reinforcement contribution
Shake table
Steel strain
- Rights
- openAccess
- License
- https://creativecommons.org/licenses/by-nc-nd/4.0/
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Reinforcement contribution to the behavior of low-rise concrete walls |
| title |
Reinforcement contribution to the behavior of low-rise concrete walls |
| spellingShingle |
Reinforcement contribution to the behavior of low-rise concrete walls Concrete wall Efficiency factor Housing Reinforcement contribution Shake table Steel strain |
| title_short |
Reinforcement contribution to the behavior of low-rise concrete walls |
| title_full |
Reinforcement contribution to the behavior of low-rise concrete walls |
| title_fullStr |
Reinforcement contribution to the behavior of low-rise concrete walls |
| title_full_unstemmed |
Reinforcement contribution to the behavior of low-rise concrete walls |
| title_sort |
Reinforcement contribution to the behavior of low-rise concrete walls |
| dc.creator.fl_str_mv |
Carrillo León, Julián Jerez Barbosa, Sandra Roció Guzmán Guerrero, Andrés Fernando |
| dc.contributor.author.none.fl_str_mv |
Carrillo León, Julián Jerez Barbosa, Sandra Roció Guzmán Guerrero, Andrés Fernando |
| dc.contributor.researchgroup.spa.fl_str_mv |
Grupo de Investigación Estructuras y Materiales - Gimeci |
| dc.subject.proposal.eng.fl_str_mv |
Concrete wall Efficiency factor Housing Reinforcement contribution Shake table Steel strain |
| topic |
Concrete wall Efficiency factor Housing Reinforcement contribution Shake table Steel strain |
| description |
Based on steel strains recorded during shake table tests of six wall specimens, the effect and contribution of steel reinforcement to peak shear strength and displacement capacity of low-rise concrete walls is assessed and discussed. The experimental program included four variables such as wall geometry, concrete type, web steel ratio and type of web reinforcement. Wall response was assessed through effective steel strains in vertical reinforcement, efficiency factors of wall reinforcement, contribution of web horizontal reinforcement to wall shear strength, and the effect of type of web reinforcement to wall displacement. |
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2014 |
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2014 |
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2023-06-09T21:27:50Z |
| dc.date.available.none.fl_str_mv |
2023-06-09T21:27:50Z |
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Artículo de revista |
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http://purl.org/coar/version/c_970fb48d4fbd8a85 |
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1679-7817 |
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https://repositorio.escuelaing.edu.co/handle/001/2408 |
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1679-7825 |
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https://www.lajss.org/index.php/LAJSS/article/view/1128 |
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https://repositorio.escuelaing.edu.co/handle/001/2408 https://www.lajss.org/index.php/LAJSS/article/view/1128 |
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eng |
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eng |
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1805 |
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10 |
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11 |
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N/A |
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Latin American Journal of Solids and Structures |
| dc.relation.references.spa.fl_str_mv |
ACI Committee 318 (2011). Building code requirements for structural concrete and commentary (ACI 318-11). American Concrete Institute, Farmington Hills, MI. Barda, F., Hanson, J. and Corley, W. (1977). Shear strength of low-rise walls with boundary elements. Reinforced Concrete Structures in Seismic Zones, Publication SP-53-8, American Concrete Institute, 149-202. Benjamin, J. and Williams, H. (1957). The behavior of one-story reinforced concrete shear walls. Journal of Structural Division − ASCE 83(ST3):1-49 Cárdenas, A., Russell, H. and Corley, W. (1980). Strength of low-rise structural walls. Reinforced Concrete Structures Subjected to Wind and Earthquake Forces, Publication SP-63-10, American Concrete Institute, 221-241. Carrillo, J. and Alcocer, S. (2013). Experimental investigation on dynamic and quasi-static behavior of low-rise reinforced concrete walls. Journal of Earthquake Engineering and Structural Dynamics 42:635-652. Carrillo, J. and Alcocer, S. (2012) Seismic performance of concrete walls for housing subjected to shaking table excitations. Journal of Engineering Structures, 41:98-107. Carrillo, J., Sánchez, M. and Viviescas, A. (2014). Strains of steel reinforcement during shake table tests of low-rise concrete walls. Journal of Ingeniería e Investigación, 34(1):36-41. Flores, L., Alcocer, S., Carrillo, J., Sánchez, A., Uribe, R. and Ponce, A. (2007). Testing of concrete walls with different aspect ratios and small reinforcement ratios for housing. Proceedings of 17th National Conference on Earthquake Engineering, Guerrero, Mexico, topic XI, paper 2. Gulec, C. and Whittaker, A. (2011). Empirical equations for peak shear strength of low aspect ratio reinforced concrete walls. ACI Structural Journal, 108(1):80-879. Hidalgo, P., Ledezma, C. and Jordán, R. (2002). Seismic behavior of squat reinforced concrete shear walls. Journal of Earthquake Spectra, 18(2):287-308. Latin American Journal of Solids and Structures 11 (2014) 1791-1805 Lefas, L., Kotsovos, M. and Ambraseys, N. (1990). Behavior of reinforced concrete structural walls: strength, deformation characteristics and failure mechanism. ACI Structural Journal, 87(1):23-31. NSR-10 (2010). Colombian Code for earthquake-resistant construction. Colombian Association of Earthquake Engineering, AIS, Colombia Sánchez, A. (2010). Seismic behavior of housing with concrete walls. Technical Report, Institute of Engineering, National University of Mexico, UNAM (in Spanish). |
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Atribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0) |
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Latin American Journal of Solids and Structures |
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Brasil |
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Carrillo León, Juliánaf75ad7a12e92ac40a0d71d5e9c918b8Jerez Barbosa, Sandra Rocióbdd88d921003abde5b039a01c89a52a1600Guzmán Guerrero, Andrés Fernandoe4bbcd183acc96ac22b114437521bfbdGrupo de Investigación Estructuras y Materiales - Gimeci2023-06-09T21:27:50Z2023-06-09T21:27:50Z20141679-7817https://repositorio.escuelaing.edu.co/handle/001/24081679-7825https://www.lajss.org/index.php/LAJSS/article/view/1128Based on steel strains recorded during shake table tests of six wall specimens, the effect and contribution of steel reinforcement to peak shear strength and displacement capacity of low-rise concrete walls is assessed and discussed. The experimental program included four variables such as wall geometry, concrete type, web steel ratio and type of web reinforcement. Wall response was assessed through effective steel strains in vertical reinforcement, efficiency factors of wall reinforcement, contribution of web horizontal reinforcement to wall shear strength, and the effect of type of web reinforcement to wall displacement.15 páginasapplication/pdfengLatin American Journal of Solids and StructuresBrasilhttps://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessAtribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)http://purl.org/coar/access_right/c_abf2https://www.lajss.org/index.php/LAJSS/article/view/1128Reinforcement contribution to the behavior of low-rise concrete wallsArtículo de revistainfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARThttp://purl.org/coar/version/c_970fb48d4fbd8a85180510179111N/ALatin American Journal of Solids and StructuresACI Committee 318 (2011). Building code requirements for structural concrete and commentary (ACI 318-11). American Concrete Institute, Farmington Hills, MI.Barda, F., Hanson, J. and Corley, W. (1977). Shear strength of low-rise walls with boundary elements. Reinforced Concrete Structures in Seismic Zones, Publication SP-53-8, American Concrete Institute, 149-202.Benjamin, J. and Williams, H. (1957). The behavior of one-story reinforced concrete shear walls. Journal of Structural Division − ASCE 83(ST3):1-49Cárdenas, A., Russell, H. and Corley, W. (1980). Strength of low-rise structural walls. Reinforced Concrete Structures Subjected to Wind and Earthquake Forces, Publication SP-63-10, American Concrete Institute, 221-241.Carrillo, J. and Alcocer, S. (2013). Experimental investigation on dynamic and quasi-static behavior of low-rise reinforced concrete walls. Journal of Earthquake Engineering and Structural Dynamics 42:635-652.Carrillo, J. and Alcocer, S. (2012) Seismic performance of concrete walls for housing subjected to shaking table excitations. Journal of Engineering Structures, 41:98-107.Carrillo, J., Sánchez, M. and Viviescas, A. (2014). Strains of steel reinforcement during shake table tests of low-rise concrete walls. Journal of Ingeniería e Investigación, 34(1):36-41.Flores, L., Alcocer, S., Carrillo, J., Sánchez, A., Uribe, R. and Ponce, A. (2007). Testing of concrete walls with different aspect ratios and small reinforcement ratios for housing. Proceedings of 17th National Conference on Earthquake Engineering, Guerrero, Mexico, topic XI, paper 2.Gulec, C. and Whittaker, A. (2011). Empirical equations for peak shear strength of low aspect ratio reinforced concrete walls. ACI Structural Journal, 108(1):80-879.Hidalgo, P., Ledezma, C. and Jordán, R. (2002). Seismic behavior of squat reinforced concrete shear walls. Journal of Earthquake Spectra, 18(2):287-308.Latin American Journal of Solids and Structures 11 (2014) 1791-1805Lefas, L., Kotsovos, M. and Ambraseys, N. (1990). Behavior of reinforced concrete structural walls: strength, deformation characteristics and failure mechanism. ACI Structural Journal, 87(1):23-31.NSR-10 (2010). Colombian Code for earthquake-resistant construction. Colombian Association of Earthquake Engineering, AIS, ColombiaSánchez, A. (2010). Seismic behavior of housing with concrete walls. Technical Report, Institute of Engineering, National University of Mexico, UNAM (in Spanish).Concrete wallEfficiency factorHousingReinforcement contributionShake tableSteel strainTHUMBNAILReinforcement contribution to the behaviour of low rise concrete walls.pdf.jpgReinforcement contribution to the behaviour of low rise concrete walls.pdf.jpgGenerated Thumbnailimage/jpeg12815https://repositorio.escuelaing.edu.co/bitstream/001/2408/4/Reinforcement%20contribution%20to%20the%20behaviour%20of%20low%20rise%20concrete%20walls.pdf.jpgb5073126c94210251f1230677df07deeMD54open accessTEXTReinforcement contribution to the behaviour of low rise concrete walls.pdf.txtReinforcement contribution to the behaviour of low rise concrete walls.pdf.txtExtracted texttext/plain37390https://repositorio.escuelaing.edu.co/bitstream/001/2408/3/Reinforcement%20contribution%20to%20the%20behaviour%20of%20low%20rise%20concrete%20walls.pdf.txt14f1446ee71556418ecbeaa1d99570c3MD53open accessLICENSElicense.txtlicense.txttext/plain; charset=utf-81881https://repositorio.escuelaing.edu.co/bitstream/001/2408/2/license.txt5a7ca94c2e5326ee169f979d71d0f06eMD52open accessORIGINALReinforcement contribution to the behaviour of low rise concrete walls.pdfReinforcement contribution to the behaviour of low rise concrete walls.pdfArtículo de revistaapplication/pdf1177670https://repositorio.escuelaing.edu.co/bitstream/001/2408/1/Reinforcement%20contribution%20to%20the%20behaviour%20of%20low%20rise%20concrete%20walls.pdfa6e14c4a29cda1cfb2df4d6a8c78c96aMD51open access001/2408oai:repositorio.escuelaing.edu.co:001/24082023-06-10 03:01:04.577open accessRepositorio Escuela Colombiana de Ingeniería Julio Garavitorepositorio.eci@escuelaing.edu.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 |