[1] Shi, X., Xie, N., Fortune, K. and Gong, J. (2012). Durability of steel reinforced concrete in chloride environments: An overview. Construction and Building Materials, 30, 125-138.
[2] Bhargava, K., Mori, Y. and Ghosh, A.K. (2011). Time-dependent reliability of corrosion-affected RC beams—Part 1: Estimation of time-dependent strengths and associated variability. Nuclear Engineering and Design, 241(5), 1371-1384.
[3] Afsar Dizaj, E., Madandoust, R. and Kashani, M.M. (2018). Exploring the impact of chloride-induced corrosion on seismic damage limit states and residual capacity of reinforced concrete structures. Structure and Infrastructure Engineering, 14(6), 714-729.
[4] Yalciner, H., Sensoy, S. and Eren, O. (2012). Time-dependent seismic performance assessment of a single-degree-of-freedom frame subject to corrosion. Engineering Failure Analysis, 19, 109-122.
[5] Shayanfar, M., Savoj, H.R., Ghanooni-Bagha, M. and Khodam, A. (2018). The effects of corrosion on seismic performance of reinforced concrete moment frames. Journal of Structural and Construction Engineering, 5, 146-159.
[6] Rao, A.S., Lepech, M.D., Kiremidjian, A.S. and Sun, X.Y. (2017). Simplified structural deterioration model for reinforced concrete bridge piers under cyclic loading. Structure and Infrastructure Engineering, 13(1), 55-66.
[7] Shafei, B., Alipour, A. and Shinozuka, M. (2012). Prediction of corrosion initiation in reinforced concrete members subjected to environmental stressors: A finite‐element framework. Cement and Concrete Research, 42(2), 365-376.
[8] Safehian, M. and Ramezanianpour, A.A. (2013). Assessment of service life models for determination of chloride penetration into silica fume concrete in the severe marine environmental condition. Construction and Building Materials, 48, 287-294.
[9] Seify Asghshahr, M., Rahai, A. and Ashrafi, H. (2016). Prediction of chloride content in concrete using ANN and CART. Magazine of Concrete Research, 68(21), 1085-1098.
[10] International federation for structural concrete (fib). (2006). Model code for service life design. Switzerland, fib Bulletin, 34.
[11] Li, C., Hao, H., Li, H. and Bi, K. (2016). Seismic fragility analysis of reinforced concrete bridges with chloride induced corrosion subjected to spatially varying ground motions. International Journal of Structural Stability and Dynamics, 16(05), 1550010.
[12] Rajeev, S. and Krishnamoorthy, C.S. (1992). Discrete optimization of structures using genetic algorithms. Journal of structural engineering, 118(5), 1233-1250.
[13] Govindaraj, V. and Ramasamy, J.V. (2007). Optimum detailed design of reinforced concrete frames using genetic algorithms. Engineering Optimization, 39(4), 471-494.
[14] Sajedi, S., Huang, Q., Gandomi, A. H. and Kiani, B. (2017). Reliability-based multiobjective design optimization of reinforced concrete bridges considering corrosion effect. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 3(3), 04016015.
[15] Mahsuli, M. and Haukaas, T. (2013). Computer program for multimodel reliability and optimization analysis. Journal of Computing in Civil Engineering, 27(1), 87-98.
[16] MATLAB. (2012). The MathWorks, Inc., Natick, Massachusetts, United States
[17] McKenna, F. (2011). OpenSees: a framework for earthquake engineering simulation. Computing in Science & Engineering, 13(4), 58-66.
[18] Li, C.Q. and Zheng, J.J. (2005). Propagation of reinforcement corrosion in concrete and its effects on structural deterioration. Magazine of Concrete Research, 57(5), 261-271.
[19] Enright, M.P. and Frangopol, D.M. (1998). Probabilistic analysis of resistance degradation of reinforced concrete bridge beams under corrosion. Engineering structures, 20(11), 960-971.
[20] Choe, D.E., Gardoni, P., Rosowsky, D. and Haukaas, T. (2008). Probabilistic capacity models and seismic fragility estimates for RC columns subject to corrosion. Reliability Engineering & System Safety, 93(3), 383-393.
[21] Ministry of Housing and Urban Development (MHUD). (2013). Reinforced concrete structures, Part 9. Tehran, Iran.
[22] Building and Housing Research Center (BHRC). (2013). Iranian code of practice for seismic resistant design of buildings, Standard no. 2800, 4rd edn. Tehran, Iran.
[23] Ministry of Housing and Urban Development (MHUD). (2013). Loads on buildings, Part 6. Tehran, Iran.
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