[1] Jafary A, Shayanfar MA, Ghanooni-Bagha M. Investtigation on the corrosion initiation time of reinforced concrete structures in different distances from the sea. Amirkabir J Civ Eng 2023;55:8.
[2] Ghanooni-Bagha M, YekeFallah MR, Shayanfar MA. Durability of RC structures against carbonation-induced corrosion under the impact of climate change. KSCE J Civ Eng 2020;24:131–42.
[3] Neville A. Chloride attack of reinforced concrete: an overview. Mater Struct 1995;28:63–70.
[4] Karimi A, Ghanooni-Bagha M, Ramezani E, Shirzadi Javid AA, Zabihi Samani M. Influential factors on concrete carbonation: a review. Mag Concr Res 2023;75:1212–42.
[5] Ghanooni-Bagha M, Shayanfar MA, Shirzadi-Javid AA, Ziaadiny H. Corrosion-induced reduction in compressive strength of self-compacting concretes containing mineral admixtures. Constr Build Mater 2016;113:221–8.
[6] Goharrokhi A, Ahmadi J, Shayanfar MA, Ghanooni-Bagha M, Nasserasadi K. Effect of transverse reinforcement corrosion on compressive strength reduction of stirrup-confined concrete: an experimental study. Sādhanā 2020;45:1–9.
[7] Alinaghimaddah S, Shayanfar MA, Ghanooni-Bagha M. Effect of distance from the sea on reinforced concrete chloride corrosion probability. AUT J Civ Eng 2020;4:199–208.
[8] Poulsen E, Mejlbro L. Diffusion of chloride in concrete: theory and application. CRC Press; 2010.
[9] Nouri Y, Ghanbari MA, Fakharian P. An integrated optimization and ANOVA approach for reinforcing concrete beams with glass fiber polymer. Decis Anal J 2024;11:100479. doi:10.1016/j.dajour.2024.100479.
[10] Biondini F, Palermo A, Toniolo G. Seismic performance of concrete structures exposed to corrosion: case studies of low-rise precast buildings. Struct Infrastruct Eng 2011;7:109–19.
[11] Ghanooni-Bagha M, Zarei S, Savoj HR, Shayanfar MA. Time-dependent seismic performance assessment of corroded reinforced concrete frames. Period Polytech Civ Eng 2019;63:631–40.
[12] Tuutti K. Corrosion of steel in concrete. Cement-och betonginst.; 1982.
[13] Shayanfar MA, Barkhordari MA, Ghanooni-Bagha M. Estimation of corrosion occurrence in RC structure using reliability based PSO optimization. Period Polytech Civ Eng 2015;59:531–42.
[14] Di Sarno L, Pugliese F. Numerical evaluation of the seismic performance of existing reinforced concrete buildings with corroded smooth rebars. Bull Earthq Eng 2020;18:4227–73.
[15] Shayanfar MA, Safiey A. A new approach for nonlinear finite element analysis of reinforced concrete structures with corroded reinforcements. Comput Concr 2008;5.
[16] Du YG, Clark LA, Chan AHC. Effect of corrosion on ductility of reinforcing bars. Mag Concr Res 2005;57:407–19.
[17] Val D V, Melchers RE. Reliability of deteriorating RC slab bridges. J Struct Eng 1997;123:1638–44.
[18] Lee H-S, Noguchi T, Tomosawa F. Evaluation of the bond properties between concrete and reinforcement as a function of the degree of reinforcement corrosion. Cem Concr Res 2002;32:1313–8.
[19] Inci P, Goksu C, Ilki A, Kumbasar N. Effects of reinforcement corrosion on the performance of RC frame buildings subjected to seismic actions. J Perform Constr Facil 2013;27:683–96.
[20] Simioni P. Seismic response of reinforced concrete structures affected by reinforcement corrosion. Technische Universität Braunschweig, 2009.
[21] Afsar Dizaj E, Madandoust R, Kashani MM. Exploring the impact of chloride-induced corrosion on seismic damage limit states and residual capacity of reinforced concrete structures. Struct Infrastruct Eng 2018;14:714–29.
[22] Di Sarno L, Pugliese F. Seismic fragility of existing RC buildings with corroded bars under earthquake sequences. Soil Dyn Earthq Eng 2020;134:106169.
[23] Ghanooni-Bagha M. Influence of chloride corrosion on tension capacity of rebars. J Cent South Univ 2021;28:3018–28.
[24] Hasandoost AA, Karimi A, Shayanfar MA, Ghanooni-Bagha M. Probabilistic evaluation of chloride-induced corrosion effects on design parameters of RC beams. Eur J Environ Civ Eng 2023:1–15.
[25] Jafary A, Zaherbin P, Ghanooni-Bagha M, Shayanfar M. Collapse assessment of high-rise reinforced concrete building under chloride induced pitting corrosion subjected to near-field and far-field ground motions. Sādhanā 2023;48:182.
[26] Yalciner H, Sensoy S, Eren O. Seismic performance assessment of a corroded 50-year-old reinforced concrete building. J Struct Eng 2015;141:5015001.
[27] Vaezi H, Karimi A, Shayanfar M, Safiey A. Seismic performance of low-rise reinforced concrete moment frames under carbonation corrosion. Earthquakes Struct 2021;20:215–24.
[28] Richardson MG. Fundamentals of durable reinforced concrete. CRC Press; 2002.
[29] Berke NS, Hicks MC. Estimating the life cycle of reinforced concrete decks and marine piles using laboratory diffusion and corrosion data. Corros. forms Control Infrastruct., ASTM International; 1992.
[30] Takewaka K, Mastumoto S. Quality and cover thickness of concrete based on the estimation of chloride penetration in marine environments. Spec Publ 1988;109:381–400.
[31] Bamforth PB, Price WF, Emerson M. International Review of Chloride Ingress Into Structural Concrete: A Trl Report (Trl 359) 1997.
[32] McGee R. Modelling of durability performance of Tasmanian bridges. ICASP8 Appl Stat Probab Civ Eng 1999;1:297–306.
[33] Papadakis VG, Roumeliotis AP, Fardis MN, Vagenas CG. Mathematical modelling of chloride effect on concrete durability and protection measures. Concr Repair, Rehabil Prot 1996:165–74.
[34] Vu KAT, Stewart MG. Structural reliability of concrete bridges including improved chloride-induced corrosion models. Struct Saf 2000;22:313–33.
[35] Ghosh J, Padgett JE. Aging considerations in the development of time-dependent seismic fragility curves. J Struct Eng 2010;136:1497–511.
[36] Stewart MG, Rosowsky D V. Structural safety and serviceability of concrete bridges subject to corrosion. J Infrastruct Syst 1998;4:146–55.
[37] Stewart MG, Rosowsky D V. Time-dependent reliability of deteriorating reinforced concrete bridge decks. Struct Saf 1998;20:91–109.
[38] Li CQ. Life-cycle modeling of corrosion-affected concrete structures: propagation. J Struct Eng 2003;129:753–61.
[39] Vidal T, Castel A, Francois R. Corrosion process and structural performance of a 17 year old reinforced concrete beam stored in chloride environment. Cem Concr Res 2007;37:1551–61.
[40] Yuan Y, Jiang J, Peng T. Corrosion Process of Steel Bar in Concrete in Full Lifetime. ACI Mater J 2010;107.
[41] Liu T, Weyers RW. Modeling the dynamic corrosion process in chloride contaminated concrete structures. Cem Concr Res 1998;28:365–79.
[42] Vecchio FJ, Collins MP. The modified compression-field theory for reinforced concrete elements subjected to shear. ACI J 1986;83:219–31.
[43] Vidal T, Castel A, François R. Analyzing crack width to predict corrosion in reinforced concrete. Cem Concr Res 2004;34:165–74.
[44] Kashani MM, Crewe AJ, Alexander NA. Nonlinear stress–strain behaviour of corrosion-damaged reinforcing bars including inelastic buckling. Eng Struct 2013;48:417–29.
[45] Du YG, Clark LA, Chan AHC. Residual capacity of corroded reinforcing bars. Mag Concr Res 2005;57:135–47.
[46] Zhang PS, Lu M, Li XY. The mechanical behaviour of corroded bar. J Ind Build 1995;25:41–4.
[47] Haselton CB, Liel AB, Dean BS, Chou JH, Deierlein GG. Seismic collapse safety and behavior of modern reinforced concrete moment frame buildings. Struct. Eng. Res. Front., 2007, p. 1–14.
[48] Fema-p695. Quantification of building seismic performance factors. US Department of Homeland Security, FEMA; 2009.
[49] Zhao X, Wu Y-F, Leung AY, Lam HF. Plastic hinge length in reinforced concrete flexural members. Procedia Eng 2011;14:1266–74.
[50] Lehman DE. Seismic performance of well-confined concrete bridge columns. University of California, Berkeley; 1998.
[51] Mortezaei A. Plastic hinge length of RC columns under the combined effect of near-fault vertical and horizontal ground motions. Period Polytech Civ Eng 2014;58:243–53.
[52] Ghasemi Jouneghani H, Nouri Y, Mortazavi M, Haghollahi A, Memarzadeh P. Seismic Performance Factors of Elliptic-Braced Frames with Rotational Friction Dampers through IDA. Pract Period Struct Des Constr 2024;29:1–24. doi:10.1061/PPSCFX.SCENG-1540.
[53] Hazus-MH-2.1. Hazus-MH 2.1 Canada, User and Technical Manual: Earthquake Module. Natural Resources Canada Ottawa, ON, Canada; 2014.