يعرض 1 - 10 نتائج من 10 نتيجة بحث عن '"Polímeros reforzados con fibra"', وقت الاستعلام: 1.40s تنقيح النتائج
  1. 1
  2. 2
  3. 3
    رسالة جامعية

    المؤلفون: Guerrero Garcia, José Manuel

    المساهمون: University/Department: Universitat de Girona. Departament d'Enginyeria Mecànica i de la Construcció Industrial

    مرشدي الرسالة: Mayugo Majó, Joan Andreu

    المصدر: TDX (Tesis Doctorals en Xarxa)

    وصف الملف: application/pdf

  4. 4
  5. 5
  6. 6
  7. 7
  8. 8
  9. 9

    المؤلفون: Pablo Moreno García

    المساهمون: Gallego Molina, Antolino, Pérez Aparicio, José Luis, Universidad de Granada. Departamento de Física Aplicada

    المصدر: Digibug. Repositorio Institucional de la Universidad de Granada
    instname

  10. 10
    مورد إلكتروني

    عناروين إضافية: Reforzamiento externo de muros de mampostería no reforzada mediante polímeros reforzados con fibra de carbono

    المصدر: Ingeniería e Investigación; Vol. 38 No. 3 (2018); 15-23; Ingeniería e Investigación; Vol. 38 Núm. 3 (2018); 15-23; 2248-8723; 0120-5609

    URL: https://revistas.unal.edu.co/index.php/ingeinv/article/view/73151/69045
    https://revistas.unal.edu.co/index.php/ingeinv/article/view/73151/69605
    https://revistas.unal.edu.co/index.php/ingeinv/article/view/73151/69045
    https://revistas.unal.edu.co/index.php/ingeinv/article/view/73151/69605
    *ref*/ACI, Committee 440. (2010). 440.7R-10: Guide for the design and Construction of externally bonded fiber-reinforced polymer systems for strengthening unreinforced masonry structures. (7 ed). Farmington Hills: American Concrete Institute.
    *ref*/Arifuzzaman, S. & Saatcioglu, M. (2012). Seismic retrofit of load bearing masonry walls by FRP sheets and anchors. Paper presented at the Proceedings of the 15th World Conference on Earthquake Engineering. Lisbon, Portuguese Earthquake Engineering Community. Retrieved from http://www.iitk.ac.in/nicee/wcee/article/WCEE2012_4501.pdf
    *ref*/ASCE 7-16. (2017). Minimum design loads and associated criteria for buildings and other structures. Reston, VA: American Society of Civil Engineers
    *ref*/ASCE 41-13. (2014). Seismic evaluation and retrofit of existing buildings. Reston, VA: American Society of Civil Engineers
    *ref*/Capozzuca, R. (2011). Experimental analysis of historic masonry walls reinforced by CFRP under in-plane cyclic loading. Composite Structures 94(1), 277-289. DOI: https://doi.org/10.1016/j.compstruct.2011.06.007
    *ref*/Elgawady, M., Lestuzzi, P., & Bardoux, M. (2006). Aseismic retrofitting of unreinforced masonry walls using FRP. Composites Part B: Engineering, 37(2-3), 148-162. DOI: https://doi.org/10.1016/j.compositesb.2005.06.003
    *ref*/FEMA 461. (2007). Interim Testing Protocols for Determining the Seismic Performance Characteristics of Structural and Non structural Components. Washington, D.C.: Federal Emergency Management Agency. Retrieved from https://www.atcouncil.org/pdfs/FEMA461.pdf
    *ref*/FOPAE - Fondo de Prevención y Atención de Emergencias. (2010). Visita técnica comisión de dirección de prevención y atención de emergencias - FOPAE - San Pedro de la Paz - Concepción – Chile. Informe técnico. Bogotá D.C.: Alcaldía Mayor de Bogotá. Retrieved from https://docplayer.es/4541826-Visita-tecnica-comision-de-direccion-de-prevencion-y-atencion-de-emergencias-fopae-san-pedro-de-la-paz-concepcion-chile-informe-tecnico.html
    *ref*/Gabor, A, Bennani, A, Jacquelin, E, & Lebon, F. (2006). Modelling approaches of the in-plane shear behaviour of unreinforced and FRP strengthened masonry panels. Composite Structures, 74 (3), pp. 277-288. DOI: https://doi.org/10.1016/j.compstruct.2005.04.012
    *ref*/Galati, N., Tumialán, G., & Nanni, A. (2006). Strengthening with FRP bars of URM walls subject to out-of-plane loads. Construction and Building Materials, 20(1-2), 101-110. DOI: https://doi.org/10.1016/j.conbuildmat.2005.06.047
    *ref*/Ingeominas. (1986). El sismo de Popayán de marzo 31 de 1983. Bogotá D.C.: Instituto Nacional de Investigaciones Geológico – Mineras.
    *ref*/Ingeominas. (1999). Terremoto del Quindío: Enero 25 de 1999. Informe Técnico Preliminar No. 2 Armenia – Quindío. Bogotá D.C.: Instituto Nacional de Investigaciones Geológico – Mineras.
    *ref*/Kalali, A., & Kabir, M. (2012). Experimental response of double-wythe masonry panels strengthened with glass fiber reinforced polymers subjected to diagonal compression tests. Engineering Structures, 39, 24-37. DOI: https://doi.org/10.1016/j.engstruct.2012.01.018 Klingner, R. (2006). Behavior of masonry in the Northridge (US) and Tecomán - Colima (Mexico) earthquakes: Lessons learned, and changes in US design. Construction and Building Materials, 20(4), 209-219. DOI: https://doi.org/10.1016/j.conbuildmat.2005.08.024
    *ref*/López, H. (2012). Comportamiento de muros diafragma en mampostería de concreto reforzados con tejidos de FRP. (M.Sc. thesis, Escuela Colombiana de Ingeniería). Retrieved from: https://repositorio.escuelaing.edu.co/handle/001/211
    *ref*/Lignola, G., Prota, A., Manfredi, G. (2012). Numerical investigation on the influence of FRP retrofit layout and geometry on the in-plane behaviour of masonry walls. Journal of Composites for Construction, 16 (6), pp. 712- 723. DOI: https://doi.org/10.1061/(ASCE)CC.1943-5614.0000297
    *ref*/Luccioni, B., & Rougier, V. (2011). In-plane retrofitting of masonry panels with fiber reinforced composite materials. Construction and Building Materials, 25(4), 1772-1788. DOI: https://doi.org/10.1016/j.conbuildmat.2010.11.088
    *ref*/Lunn, D., Maeda, S., Rizkalla, S., & Ueda, T. (2013). Anchorage systems for FRP strengthening of infill masonry structures. International Journal of Sustainable Materials and Structural Systems,1(2), 142-160. DOI: https://doi.org/10.1504/IJSMSS.2013.056469
    *ref*/AIS. (2010). Reglamento colombiano de construcción sismo resistente NSR-10 (Vol. 1 y Vol.2). Bogotá D.C.: Asociación de Ingeniería Sísmica.
    *ref*/Mosallam, A., & Banerjee, S. (2011). Enhancement in in-plane shear capacity of unreinforced masonry (URM) walls strengthened with fiber reinforced polymer composites. Composites Part B: Engineering, 42(6), 1657-1670. DOI: https://doi.org/10.1016/j.compositesb.2011.03.015
    *ref*/Paulay T., & Priestley M.J. (1992). Seismic design of reinforced concrete and masonry buildings. New York: Wiley.
    *ref*/Rahman, A., & Ueda, T. (2016). In-plane shear performance of masonry walls after strengthening by two different FRPs. ASCE Journal of Composites for Construction, 20(5),1-14. DOI: https://doi.org/10.1061/(ASCE)CC.1943- 5614.0000661
    *ref*/Santa María, H., & Alcaino, P. (2011). Repair of in-plane shear damaged masonry walls with external FRP. Construction and Building Materials, 25(3), 1172-1180. DOI: https://doi.org/10.1016/j.conbuildmat.2010.09.030
    *ref*/Triantafillou, T., Papanicolaou, C., & Lekka, M. (2011). Externally bonded grids as strengthening and seismic retrofitting materials of masonry panels. Construction and Building Materials, 25(2), 504-514. DOI: https://doi.org/10.1016/j.conbuildmat.2010.07.018
    *ref*/Tumialan, G., Vatovec, M., & Kelley, P. (2009). FRP Composites for Masonry Retrofitting: Review of Engineering Issues, Limitations and Practical Applications. Structure magazine (May), 12-14. Retrieved from https://www.structuremag.org/wp-content/uploads/2014/08/C-BuildingBlocks-Tumialan-May091.pdf
    *ref*/Valluzzi, M., Tinazzi, D., & Modena, C. (2002). Shear behavior of masonry panels strengthened by FRP laminates. Construction and Building Materials, 16(7), 409 – 416. DOI: https://doi.org/10.1016/S0950-0618(02)00043-0
    *ref*/Vega, C. (2015). Comportamiento dinámico de muros de mampostería no estructural reforzados mediante polímeros reforzados con fibra de carbono, CFRP. (M.Sc. thesis, Escuela Colombiana de Ingeniería Julio Garavito). Retrieved from https://repositorio.escuelaing.edu.co/handle/001/211