[1]
J. Briones-Bitar, B. Pinto-Ponce, J. Caicedo-Potosí, E. Santos-Baquerizo, P. Carrión-Mero, F. Morante-Carballo, " Evolution of smart buildings: A bibliometric analysis and systematic review" nternational Journal of Sustainable Development and Planning, vol. 20, No. 4, pp.1369-1383, April. 2025.
DOI: 10.18280/ijsdp.200403
Google Scholar
[2]
M. Basdeki, K. Koulouris, and C. Apostolopoulos, "Effect of Corrosion on the Hysteretic Behavior of Steel Reinforcing Bars and Corroded RC Columns," Appl. Sci., vol. 12, no. 15, p.7451, Jul. 2022.
DOI: 10.3390/app12157451
Google Scholar
[3]
P. Rojas, E. Miranda, J. Barros, D. Rosero, W. Márquez, and L. García, "Case History of a Rehabilitated Port Facility after the 2016 Ecuador Earthquake," in Ports 2022, Reston, VA: American Society of Civil Engineers, Sep. 2022, p.93–103.
DOI: 10.1061/9780784484395.010
Google Scholar
[4]
M. Z. Afifi, H. M. Mohamed, and B. Benmokrane, "Axial Capacity of Circular Concrete Columns Reinforced with GFRP Bars and Spirals," J. Compos. Constr., vol. 18, no. 1, Feb. 2014.
DOI: 10.1061/(ASCE)CC.1943-5614.0000438
Google Scholar
[5]
M. M. Attia, O. Ahmed, O. Kobesy, and A. S. Malek, "Behavior of FRP rods under uniaxial tensile strength with multiple materials as an alternative to steel rebar," Case Stud. Constr. Mater., vol. 17, p. e01241, Dec. 2022.
DOI: 10.1016/j.cscm.2022.e01241
Google Scholar
[6]
Y. Duo, X. Liu, Y. Liu, T. Tafsirojjaman, and M. Sabbrojjaman, "Environmental impact on the durability of FRP reinforcing bars," J. Build. Eng., vol. 43, p.102909, Nov. 2021.
DOI: 10.1016/j.jobe.2021.102909
Google Scholar
[7]
S. W. Tabsh, A. Tamimi, M. El-Emam, and A. Zandavi, "Effect of Rebar Harsh Storage Conditions on the Flexural Behavior of Glass FRP Concrete," Sustainability, vol. 16, no. 5, p.1944, Feb. 2024.
DOI: 10.3390/su16051944
Google Scholar
[8]
H. A. Hussein and A. I. Said, "Experimental Investigation of GFRP-Reinforced Hollow Square Concrete Column," J. Eng., vol. 30, no. 06, p.108–124, Jun. 2024.
DOI: 10.31026/j.eng.2024.06.07
Google Scholar
[9]
A. F. Al-Khafaji, J. J. Myers, and H. H. Alghazali, "Evaluation of bond performance of glass fiber rebars embedded in sustainable concrete," J. Clean. Prod., vol. 282, p.124516, Feb. 2021.
DOI: 10.1016/j.jclepro.2020.124516
Google Scholar
[10]
S. Al Omar and A. Abdelhadi, "Comparative Life-Cycle Assessment of Steel and GFRP Rebars for Procurement Sustainability in the Construction Industry," Sustainability, vol. 16, no. 10, p.3899, May 2024.
DOI: 10.3390/su16103899
Google Scholar
[11]
H. Liu et al., "Experimental Study of Dimensional Effects on Tensile Strength of GFRP Bars," Buildings, vol. 14, no. 5, p.1205, Apr. 2024.
DOI: 10.3390/buildings14051205
Google Scholar
[12]
P. Zhu, Z. Li, Y. Zhu, Y. Wu, and W. Qu, "Prediction of the Long-Term Tensile Strength of GFRP Bars in Concrete," Buildings, vol. 13, no. 4, p.1035, Apr. 2023.
DOI: 10.3390/buildings13041035
Google Scholar
[13]
H. Hajiloo, M. F. Green, and J. Gales, "Mechanical properties of GFRP reinforcing bars at high temperatures," Constr. Build. Mater., vol. 162, p.142–154, Feb. 2018.
DOI: 10.1016/j.conbuildmat.2017.12.025
Google Scholar
[14]
American Society for Testing and Materials (ASTM), "Test Method for Tensile Properties of Fiber Reinforced Polymer Matrix Composite Bars," 2021, ASTM International, West Conshohocken, PA.
DOI: 10.1520/D7205_D7205M
Google Scholar
[15]
C. Thongchom et al., "Experimental Investigation on Post-Fire Mechanical Properties of Glass Fiber-Reinforced Polymer Rebars," Polymers (Basel)., vol. 15, no. 13, p.2925, Jul. 2023.
DOI: 10.3390/polym15132925
Google Scholar
[16]
Servicio Ecuatoriano de Normalización (INEN), "INEN 2167:2011 Varillas de acero con resaltes, laminadas en caliente, soldables, microaleadas o termotratadas, para hormigón armado. Requisitos." Accessed: Jun. 01, 2025. [Online]. Available: https://es.scribd.com/document/ 365989556/Nte-Inen-2167
Google Scholar
[17]
Instituto Nacional de Calidad (INACAL), "NTP 341.031. Grado 60. Norma Técnica Peruana - Barras de acero al carbono, corrugadas, para refuerzo de concreto armado." Accessed: Jun. 01, 2025. [Online]. Available: https://media.promart.pe/ft_proveedor/83715.pdf
Google Scholar
[18]
American Society for Testing and Materials (ASTM), "ASTM E8/E8M-22: Standard Test Methods for Tension Testing of Metallic Materials." Accessed: Jun. 01, 2025. [Online]. Available: https://store.astm.org/e0008_e0008m-22.html
DOI: 10.1520/jte20190549
Google Scholar
[19]
S. Spagnuolo, Z. Rinaldi, J. Donnini, and A. Nanni, "Physical, mechanical and durability properties of GFRP bars with modified acrylic resin (modar) matrix," Compos. Struct., vol. 262, p.113557, Apr. 2021.
DOI: 10.1016/j.compstruct.2021.113557
Google Scholar
[20]
MST-BAR, "Structural Rebar." Accessed: Jun. 01, 2025. [Online]. Available: https://www.mstrebar.com/structural-rebar
Google Scholar