References
- Almusallam, A.A. (2001), "Effect of degree of corrosion on the properties of reinforcing steel bars", Constr. Build. Mater., 15(8), 361-368. https://doi.org/10.1016/S0950-0618(01)00009-5
- Almusallam, A.A., Al-Gahtani, A.S., Aziz, A.R., Dakhil, F.H. and Rasheeduzzafar. (1996), "Effect of reinforcement corrosion on flexural behaviour of concrete slabs", J. Mater. Civil Eng., 8(3), 123-127. https://doi.org/10.1061/(ASCE)0899-1561(1996)8:3(123)
- Apostolopoulos, C.A., Demis, S. and Papadakis, V.G. (2013), "Chloride-induced corrosion of steel reinforcement -mechanical performance and pit depth analysis", Constr. Build. Mater., 38(1), 139-146. https://doi.org/10.1016/j.conbuildmat.2012.07.087
- Apostolopoulos, C.A. and Papadakis, V.G. (2008), "Consequences of steel corrosion on the ductility properties of reinforcement bar", Constr. Build. Mater., 22(12), 2316-2324. https://doi.org/10.1016/j.conbuildmat.2007.10.006
- Auyeung, Y.B., Balaguru, P. and Chung, L. (2000), "Bond behavior of corroded reinforcement bars", ACI Mater. J., 97(2), 214-220.
- Bertagnoli, G., Mancini, G. and Tondolo, F. (2006), "Bond deterioration due to corrosion and actual bearing capacity", Proceedings of the 2nd International Congress, Session 15-Durability of Concrete Structures, Naples, June.
- Berto, L., Seatta, A., Simioni, P. and Vitaliani, R. (2008), "Nonlinear static analyses of RC frame structures: influence of corrosion on seismic response", Proceedings of the 8th. World Congress on Computational Mechanics (WCCM8) and 5th European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2008), Venice, June-July.
- Biondini, F. and Vergani, M. (2012), "Damage modeling and nonlinear analysis of concrete bridges under corrosion", 6th International Conference on Bridge Maintenance, Safety and Management (IABMAS), Stresa, July.
- Cabrera, J.G. (1996), "Deterioration of concrete due to reinforcement steel corrosion", Cemment Concrete Compos., 18(1), 47-59. https://doi.org/10.1016/0958-9465(95)00043-7
- Chung, L., Kim, J.J. and Seong, Y. (2008), "Bond strength prediction for reinforced concrete members with highly corroded reinforcing bars", Cemment Concrete Compos., 30(7), 603-611. https://doi.org/10.1016/j.cemconcomp.2008.03.006
- Coronelli, D. and Gambarova, P. (2004), "Structural assessment of corroded reinforced concrete Beams: Modeling guidelines", J. Struct. Eng., 130(8), 1214-1224. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:8(1214)
- Demis, S., Efstathiou, M.P. and Papadakis, V.G. (2014), "Computer-aided modelling of concrete service life", Cement Concrete Compos., 47, 9-18. https://doi.org/10.1016/j.cemconcomp.2013.11.004
- Demis, S., Pilakoutas, K. and Apostolopoulos, Ch. (2010), "Effect of corrosion on bond strength of steel and non-metallic reinforcement", Mater. Corros., 61(4), 328-331. https://doi.org/10.1002/maco.200905324
- Fang, C. (2006), "Bond strength of corroded reinforcement under cyclic loading", Mag. Concrete Res., 58(7), 437-446. https://doi.org/10.1680/macr.2006.58.7.437
- Fang, C.Q., Gylltoft, K., Lundgren, K. and Plos, M. (2006), "Effect of corrosion on bond in reinforced concrete under cyclic loading", Cement Concrete Res., 36(3), 548-555. https://doi.org/10.1016/j.cemconres.2005.11.019
- Ghandehari, M., Zulli, M. and Shah, S.P. (2000), "Influence of Corrosion on bond degradation in reinforced concrete", Proceedings of the ASCE Engineering Mechanics Conference, Austin, TX, May.
- Ghosh, J. and Padgett, J.E. (2012), "Impact of multiple component deterioration and exposure conditions on seismic vulnerability of concrete bridges", Earthq. Struct., 3(5), 649-673. https://doi.org/10.12989/eas.2012.3.5.649
- Gu, X.L., Zhang, W.P., Shang, D.F. and Wang, X.G., (2010), "Flexural behavior of corroded reinforced concrete beams", Earth and Space 2010: Engineering, Science, Construction, and Operations in Challenging Environments, Honolulu, March.
- Hanjari, K.Z. (2010), "Structural behaviour of deteriorated concrete structures", Ph.D. Dissertation, Chalmers University of Technology, Gothenburg.
- IDARC2D Version 7.0 (2009), A Program for the Inelastic Damage Analysis of Structures, Developed by A.M. Reinhorn, H. Roh, M. Sivaselvan, S.K. Kunnath, R.E. Valles, A. Madan, C. Li, R. Lobo and Y.J. Park, State University of New York.
- Imbsen Software System, (2001), "XTRACT-Cross Sectional analysis of components", Sacramento.
- Kato, E., Iwanami, M. and Yokota, H. (2006), "Deterioration in ductility of rc beams with corroded reinforcement", Proceedings of the 2nd International Congress, Session 15-Durability of Concrete Structures, Naples, June.
- Kivell, A., Palermo, A. and Scott, A. (2011a), "Effects of bond deterioration due to corrosion in reinforced concrete", Ninth Pacific Conference on Earthquake Engineering, Auckland, April.
- Kivell, A., Palermo, A. and Scott, A. (2011b), "Monotonic and cyclic bond testing of heavily corroded reinforcing high strength concrete", 9th International Symposium on High Performance Concrete, Christchurch, August.
- Kunnath, S.K., Reinhorn, A.M. and Lobo, R.F. (1992), "IDARC Version 3.0: A program for the Inelastic Damage Analysis of RC Structures", Report No. NCEER-92-0022, National Center for Earthquake Engineering Research, State University of New York at Buffalo, N.Y.
- Lee, H.S. and Cho, Y.S. (2009), "Evaluation of the mechanical properties of steel reinforcement embedded in concrete specimen as a function of the degree of reinforcement corrosion", Int. J. Fract., 157(1-2), 81-88. https://doi.org/10.1007/s10704-009-9334-7
- Lee, H.S., Noguchi, T. and Tomosawa, F. (2002), "Evaluation of the bond properties between concrete and reinforcement as a function of the degree of reinforcement corrosion", Cemment Concrete Res., 32(8), 1313-1318. https://doi.org/10.1016/S0008-8846(02)00783-4
- Mander, J.B., Priestley, M.J.N. and Park, R. (1988), "Theoretical stress-strain model for confined concrete", J. Struct. Eng., 114(8), 1804-1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804)
- Mangat, P.S. and Elgarf, M.S. (1999). "Flexural strength of concrete beams with corroding reinforcement." ACI Struct. J., 96(1), 149-158.
- Mohammed, T.U., Hamada, H. and Yamaji, T. (2004), "Concrete after 30 years of exposure-Part II: Chloride ingress and corrosion of steel bars", ACI Struct. J., 101(1), 13-18.
- O'Flaherty, F.J., Mangat, P.S. and Lambert, P. (2010), "Influence of steel reinforcement corrosion on the stiffness of simply supported concrete beams", IABMAS10: Proceedings of the fifth International IABMAS Conference, Philadelphia, July.
- Ou, Y.C., Tsai, L.L. and Chen, H.H. (2012), "Cyclic performance of large-scale corroded reinforced concrete beams", Earthq. Eng. Struct. Dyn., 41(4), 593-604. https://doi.org/10.1002/eqe.1145
- Palsson, R. and Mirza, M.S. (2002), "Mechanical response of corroded steel reinforcement of abandoned concrete bridge", ACI Struct. J., 99(2), 157-162.
- Park, Y.J., Ang, A.H.S. and Wen, Y.K. (1984), "Seismic damage analysis and damage-limiting design of r/c buildings, civil engineering studies", Technical Report No. SRS 516, University of Illionis, Urbana.
- Park, Y.J., Ang, A.H.S. and Wen, Y.K. (1987), "Damage-limiting aseismic design of buildings", Earthq. Spectra, 3(1), 1-26. https://doi.org/10.1193/1.1585416
- PEER (2014), Strong Motion Database, Website of the Pacific Earthquake Engineering Research Center, http://peer.berkeley.edu/peer_ground_motion_database/.
- Republic of Turkey Prime Ministry Disaster & Emergency Management Presidency Earthquake Department (2014), Website of the National Strong motion Observation Network, http://kyh.deprem.gov.tr/ftpe.htm.
- Revathy, J., Suguna, K. and Raghunath, P.N. (2009), "Effect of corrosion damage on the ductility performance of concrete columns", Am. J. Eng. Appl. Sci., 2(2), 324-327. https://doi.org/10.3844/ajeassp.2009.324.327
- Rodriquez, J., Ortega, L., Izquierdo, D. and Andrade, C. (2002), "Detailed assessment of concrete structures affected by reinforcement corrosion", First Fib Congress, Osaka, October.
- Rodriguez, J., Ortega, L.M. and Casal, J. (1997), "Load carrying capacity of concrete structures with corroded reinforcement", Constr. Build. Mater., 11(4), 239-248. https://doi.org/10.1016/S0950-0618(97)00043-3
- Sadjadi, R., Kianoush, M.R. and Talebi, S. (2007), "Seismic performance of reinforced concrete moment resisting frames", Eng. Struct., 29(9), 2365-2380. https://doi.org/10.1016/j.engstruct.2006.11.029
- Saito, Y., Oyado, M., Kanakubo, T. and Yamamoto, Y. (2007), "Structural performance of corroded RC column under uniaxial compression load", First International Workshop on Performance, Protection & Strengthening of Structures under Extreme Loading, Whistler, August.
- Tapan, M. and Aboutaha, R.S. (2011), "Effect of steel corrosion and loss of concrete cover on strength of deteriorated RC columns", Constr. Build. Mater., 25(5), 2596-2603. https://doi.org/10.1016/j.conbuildmat.2010.12.003
- TBC-500-(2000), Requirements for design and construction of reinforced concrete structures, Turkish Standards Institute (TSE), Ankara, Turkey. (in Turkish)
- TEC-2007-Turkish Earthquake-resistant Code, Specification for Buildings to Be Built in Seismic Zones, Ministry of Public Works And Settlement, Ankara, Turkey. (in Turkish)
- Torres-Acosta, A.A., Navarro-Gutierrez, S. and Teran-Guillen, J. (2007), "Residual flexure capacity of corroded reinforced concrete beams", Engineering Structures, 29(6), 1145-1152. https://doi.org/10.1016/j.engstruct.2006.07.018
- TS708 (2010), Steel for the reinforcement of concrete - Reinforcing steel, Turkish Standards Institute (TSE), Ankara, Turkey. (in Turkish)
- Tuutti, K. (1982) "Corrosion of steel in concrete", CBI research report no 4.82. Swedish Cement and Concrete Research Institute, Stockholm, Sweden.
- Wu, H. (2012), "Bond degradation and residual flexural capacity of corroded rc beams", Master Thesis, Ryerson University, Toronto.
- Yalciner, H., Sensoy, S. and Eren, O. (2012), "Effect of corrosion damage on the performance level of a 25-year-old reinforced concrete building", Shock Vib., 19(5), 891-902. https://doi.org/10.1155/2012/861509
- Ying, M., Yi, C. and Jinxin, G. (2012), "Behavior of corrosion damaged circular reinforced concrete columns under cyclic loading", Constr. Build. Mater., 29(1), 548-556. https://doi.org/10.1016/j.conbuildmat.2011.11.002
- Yuksel, I. and Coskan, S. (2013), "Earthquake response of reinforced concrete frame structures subjected to rebar corrosion", Earthq. Struct., 5(3), 321-341. https://doi.org/10.12989/eas.2013.5.3.321
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