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dc.contributor.advisorSánchez Borrero, Alfonso
dc.contributor.advisorArroyo Amell, Orlando Daniel
dc.contributor.authorCastillo González, Juan Sebastián
dc.date.accessioned2021-08-12T15:51:28Z
dc.date.available2021-08-12T15:51:28Z
dc.date.issued2021-05-12
dc.identifier.urihttp://hdl.handle.net/10818/48161
dc.description85 páginases_CO
dc.description.abstract​Se presenta el modelo de planeación estratégica para la adopción de las Barras de polímero reforzadas con fibras como refuerzo interno para el concreto.es_CO
dc.formatapplication/pdfes_CO
dc.language.isospaes_CO
dc.publisherUniversidad de La Sabanaes_CO
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.titleBarras de polímero reforzadas con fibras como refuerzo interno del concreto :Descripción: Modelo de planeación estratégica para la adopcion de las barras de polímero reforzadas con fibras (FRP), como refuerzo interno del concreto en el sector de la construccion en Colombia. Caso: Aritrec S.A.es_CO
dc.typemasterThesises_CO
dc.identifier.local282174
dc.identifier.localTE11312
dc.type.hasVersionpublishedVersiones_CO
dc.rights.accessRightsrestrictedAccesses_CO
dc.subject.armarcPolímeroses_CO
dc.subject.armarcPlanificación estratégicaes_CO
dc.subject.armarcMercadeoes_CO
dc.subject.armarcEmpresases_CO
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dcterms.referencesACI Committee 440. (2015). ACI 440.1R-15 Guide for the design and construction of structural concrete reinforced with Firber-Reinforced Polymer (FRP) bars. In American Concrete Institute (ACI)
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dcterms.referencesBenmokrane, B. (2016c). Tensile properties of V-ROD TM GFRP Bars (Grade III, 60 GPa).
dcterms.referencesBenmokrane, B. (2016d). Transverse Shear Strength of V-ROD TM GFRP Bars (Grade III, 60 GPa).
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dcterms.referencesKostuk, K. J., Sparks, G. ., Christensen, P. ., & Tadros, G. (2006). Comparing conventional and innovative bridge deck options : A life cycle engineering and costing approach. In Advances in Bridge Maintenance, Safety Management, and Life-Cycle Performance, Set of Book & CD-ROM (p. 2).
dcterms.referencesLaoubi, K., El-salakawy, E., & Benmokrane, B. (2006). Creep and durability of sand-coated glass FRP bars in concrete elements under freeze / thaw cycling and sustained loads. 28, 869–878. https://doi.org/10.1016/j.cemconcomp.2006.07.014
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dcterms.referencesMohamed, H. M., & Benmokrane, B. (2014a). Design and Performance of Reinforced Concrete Water Chlorination Tank Totally Reinforced with GFRP Bars : Case Study. 05013001(11), 1–11. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000429.
dcterms.referencesMohamed, H. M., & Benmokrane, B. (2014b). Extending the Service Life of Water Treatment Structures. Concrete International, 40–45.
dcterms.referencesMohamed, N. A. A. (2013). Strength and drift capacity of GFRP-Reinforced concrete shear walls (Issue December)
dcterms.referencesMohamed, N., Farghaly, A. S., Benmokrane, B., & Neale, K. W. (2014). Drift Capacity Design of Shear Walls Reinforced with Glass Fiber-Reinforced Polymer Bars. 111. https://doi.org/10.14359/51687099
dcterms.referencesMufti, B. A., Banthia, N., Benmokrane, B., Boulfiza, M., & Newhook, J. (2007). Durability of GFRP Composite Rods. February, 37–42
dcterms.referencesMugahed Amran, Y. H., Alyousef, R., Rashid, R. S. M., Alabduljabbar, H., & Hung, C. C. (2018). Properties and applications of FRP in strengthening RC structures: A review. Structures, 16(July), 208–238. https://doi.org/10.1016/j.istruc.2018.09.008
dcterms.referencesNkurunziza, G., Benmokrane, B., Debaiky, A. S., & Masmoudi, R. (2006). Effect of Sustained Load and Environment on Long-Term Tensile Properties of Glass Fiber-Reinforced Polymer Reinforcing Bars. 102, 615–621.
dcterms.referencesParada, F. (2016). Taller Planeación Estratégica. Planeación Estratégica.
dcterms.referencesPultrall Inc. (2016). Producción GFRP.
dcterms.referencesRegan, N. O., Ghobadian, A., & Regan, N. O. (2006). Effective strategic planning in small and medium sized firms. https://doi.org/10.1108/00251740210438490
dcterms.referencesRobert, M., & Benmokrane, B. (2010). Behavior of GFRP Reinforcing Bars Subjected to Extreme Temperatures. August, 353–360.
dcterms.referencesRobert, M., Cousin, P., & Benmokrane, B. (2009). Durability of GFRP Reinforcing Bars Embedded in Moist Concrete. 66–73.
dcterms.referencesRobert, M., Cousin, P., & Benmokrane, B. (2011). Study of the performance of FRP reinforcing bars subjected to extreme conditions of application.
dcterms.referencesRobert, M., Wang, P., Cousin, P., & Benmokrane, B. (2010). Temperature as an accelerating factor for long-term durability testing of FRPs: Should there be any limitations? 361–367.
dcterms.referencesSánchez Borrero, A. (2020). Trafico Web.
dcterms.referencesSultan, M. A., & Benichou, N. (2016). Fire Resistance Behaviour of FRP Reinforced Concrete Slabs: Results of the Fire Resistance Experiments.
dcterms.referencesTavassoli, A., Liu, J., & Sheikh, S. (2015). Glass Fiber-Reinforced Polymer-Reinforced Circular Columns under Simulated Seismic Loads. 112, 103–114. https://doi.org/10.14359/51687227
dcterms.referencesTobbi, H., Farghaly, A. S., & Benmokrane, B. (2013). Preliminary Testing of Pultrall V-Rod Bars under Compression Load. 1, 2–7
thesis.degree.disciplineFacultad de Ingenieríaes_CO
thesis.degree.levelMaestría en Gerencia de Ingenieríaes_CO
thesis.degree.nameMagíster en Gerencia de Ingenieríaes_CO


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