[1] M. Sharifi, M. Shafieian, Effective stiffness of concrete shear walls based on statistical analysis, Structural Concrete, 19(6) (2018) 1560-1576.
[2] R.W. Clough, Effect of stiffness degradation on earthquake ductility requirements, in: Proceedings of Japan earthquake engineering symposium, 1966.
[3] T. Hisada, K. Nakagawa, M. Izumi, Earthquake Response of Structures Having Various Restoring Force Characteristics, in: Proceedings, Japan National Conference on Earthquake Engineering, 1962, pp. 63-68.
[4] S.A. Mahin, V.V. Bertero, Rate of loading effects on uncracked and repaired reinforced concrete members, Earthquake Engineering Research Center, University of California, 1972.
[5] H. Sucuoglu, A. Erberik, Energy-based hysteresis and damage models for deteriorating systems, Earthquake Engineering & Structural Dynamics, 33(1) (2004) 69-88.
[6] T. Takeda, M.A. Sozen, N.N. Nielsen, Reinforced concrete response to simulated earthquakes, Journal of the Structural Division, 96(12) (1970) 2557-2573.
[7] R. Bouc, Forced vibrations of mechanical systems with hysteresis, in: Proc. of the Fourth Conference on Nonlinear Oscillations, Prague, 1967, 1967.
[8] Y.K. Wen, Equivalent Linearization for Hysteretic Systems under Random Excitation, Journal of Applied Mechanics, 47(1) (1980) 150-154.
[9] T.T. Baber, Y.-K. Wen, Random vibration hysteretic, degrading systems, Journal of the Engineering Mechanics, 107(6) (1981) 1069-1087.
[10] T.T. Baber, M.N. Noori, Modeling General Hysteresis Behavior and Random Vibration Application, Journal of Vibration, Acoustics, Stress, and Reliability in Design, 108(4) (1986) 411-420.
[11] G.C. Foliente, Hysteresis Modeling of Wood Joints and Structural Systems, Journal of Structural Engineering, 121(6) (1995) 1013-1022.
[12] W. Ramberg, W.R. Osgood, Description of stress-strain curves by three parameters, (1943).
[13] M. Menegotto, P. Pinto, Method of Analysis for Cyclically Loaded Reinforced Concrete Plane Frames Including Changes in Geometryand Non-elastic Behavior of Elements Under Combined Normal Force and Bending, Proceedings. IABSE Sympoium on Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads, (1973).
[14] S.K. Kunnath, A.M. Reinhorn, Y.J. Park, Analytical Modeling of Inelastic Seismic Response of R/C Structures, Journal of Structural Engineering, 116(4) (1990) 996-1017.
[15] M.V. Sivaselvan, A.M. Reinhorn, Hysteretic Models for Deteriorating Inelastic Structures, Journal of Engineering Mechanics, 126(6) (2000) 633-640.
[16] K. Lee, B. Stojadinovic, Low-cycle fatigue limit on seismic rotation capacity for US Steel moment connections, in: Proceedings, 13th World Conference on Earthquake Engineering, 2004.
[17] J.K. Song, J.A. Pincheira, Spectral Displacement Demands of Stiffness- and Strength-Degrading Systems, Earthquake Spectra, 16(4) (2000) 817-851.
[18] M. Rahnama, H. Krawinkler, Effects of soft soil and hysteresis model on seismic demands, John A. Blume Earthquake Engineering Center Standford, 1993.
[19] L.F. Ibarra, H. Krawinkler, Global collapse of frame structures under seismic excitations, Pacific Earthquake Engineering Research Center Berkeley, CA, 2005.
[20] L.F. Ibarra, R.A. Medina, H. Krawinkler, Hysteretic models that incorporate strength and stiffness deterioration, Earthquake Engineering & Structural Dynamics, 34(12) (2005) 1489-1511.
[21] D. Cardone, G. Perrone, Damage and Loss Assessment of Pre-70 RC Frame Buildings with FEMA P-58, Journal of Earthquake Engineering, 21(1) (2017) 23-61.
[22] M.T. De Risi, P. Ricci, G.M. Verderame, Modelling exterior unreinforced beam-column joints in seismic analysis of non-ductile RC frames, Earthquake Engineering & Structural Dynamics, 46(6) (2017) 899-923.
[23] D. Deniz, J. Song, J.F. Hajjar, Energy-based seismic collapse criterion for ductile planar structural frames, Engineering Structures, 141 (2017) 1-13.
[24] J. Kiani, S. Pezeshk, Sensitivity analysis of the seismic demands of RC moment resisting frames to different aspects of ground motions, Earthquake Engineering & Structural Dynamics, 46(15) (2017) 2739-2755.
[25] N. Mohammad Noh, L. Liberatore, F. Mollaioli, S. Tesfamariam, Modelling of masonry infilled RC frames subjected to cyclic loads: State of the art review and modelling with OpenSees, Engineering Structures, 150 (2017) 599-621.
[26] J. Chen, T.-M. Chan, Experimental assessment of the flexural behaviour of concrete-filled steel tubular beams with octagonal sections, Engineering Structures, 199 (2019) 109604.
[27] G.J. O’Reilly, T.J. Sullivan, Modeling Techniques for the Seismic Assessment of the Existing Italian RC Frame Structures, Journal of Earthquake Engineering, 23(8) (2019) 1262-1296.
[28] M. Hirosawa, Past Experimental Results on Reinforced Concrete Shear Walls and Analysis on Them, Kenchiku Kenkyu Shiryo, 6 (1975) 33-34.
[29] F. Barda, J.M. Hanson, W.G. Corley, Shear strength of low-rise walls with boundary elements, Special Publication, 53 (1977) 149-202.
[30] J.M.H. Felix Barda, W.G. Corley, Shear Strength of Low-Rise Walls with Boundary Elements, Special Publication, 53 (1977).
[31] T. Endo, H. Adachi, M. Nakanishi, Force-Deformation Hysteresis Curves of Reinforced Concrete Shear Walls, in: Proceedings of the Seventh World Conference on Earthquake Engineering, 1980, pp. 315-322.
[32] M.J.N.P. T. Paulay, A.J. Synge, Ductility in Earthquake Resisting Squat Shearwalls, ACI Journal Proceedings, 79(4) (1982).
[33] H. Aoyama, D. Kato, H. Katsumata, Y. Hosokawa, Strength and behavior of postcast shear walls for strengthening of existing R/C buildings, in: Proceeding of eight world conference on earthquake engineering, 1984, pp. 485-492.
[34] J.D.A.-O.K.N.S. R.G. Oesterle, W.G. Corley, Web Crushing of Reinforced Concrete Structural Walls, ACI Journal Proceedings, 81(3) (1984).
[35] J.I. Daniel, K.N. Shiu, W.G. Corley, Openings in Earthquake-Resistant Structural Walls, Journal of Structural Engineering, 112(7) (1986) 1660-1676.
[36] T. Kabeyasawa, K. Matsumoto, Tests and analyses of ultra-high strength reinforced concrete shear walls, in: 10th World Conference on Earthquake Engineering, 1992, pp. 3291-3296.
[37] F. Esaki, Reinforcing Effect of Square Steel Tube on Ductility of R/C Framed Shear Wall Whose Predominant Action is Flexure, Proceedings of the JCI, 16(2) (1994) 1325-1330.
[38] C. Sittipunt, S.L. Wood, Improving the cyclic response of slender structural walls by changing the orientation of the web reinforcement, ACI Structural Journal, 92(6) (1995) 745-767.
[39] A.J. Caringal, T. Yamaguchi, H. Imai, Seismic Behavior of Precast Shear Wall with Bar Splices Confined to Spiral Steel, Transactions of the Japan Concrete Institute, 17(2) (1996) 189-196.
[40] H. Kimura, S. Sugano, Seismic behavior of high strength concrete slender wall under high axial load, in: 11th World Conference on Earthquake Engineering, Paper, 1996.
[41] T. Nakachi, T. Toda, K. Tabata, Experimental study on deformation capacity of reinforced concrete core walls after flexural yielding, in: 11th World Conference on Earthquake Engineering, 1996.
[42] I. Tatsuya, Post-yield behaviours of multi-story reinforced concrete shear walls subjected to bilateral deformations under axial loading, in: The Eleventh World Conference on Earthquake Engineering, 1996.
[43] C.P. TAYLOR, J.H. THOMSENIV, J.W. WALLACE, Experimental Verification of Displacement-Based Design Procedures for Slender RC Structural Walls, in: Eleventh World Conference on Earthquake Engineering, 1996.
[44] A.S. ELNASHAI, R. PINHO, Repair and Retrofitting of RC Walls using Selective Techniques, Journal of Earthquake Engineering, 02(04) (1998) 525-568.
[45] M. Takehara, M. Takeuchi, M. Mochizuki, Failure Behavior and Macroscopic Model of Framed Shear Walls Using High Strength Concrete, Transactions of the Japan Concrete Institute, 19 (1998) 303-310.
[46] H. Jiang, Research on seismic behavior of shear walls dissipating energy along vertical direction with application, Doctoral Dissertation, Tongji University, China, 1999.
[47] J. Lombard, D.T. Lau, J.L. Humar, S. Foo, M. Cheung, Seismic strengthening and repair of reinforced concrete shear walls, in: Proceedings of 12th World Conf. on Earthquake Engineering, 2000, pp. 1-8.
[48] T.N. Salonikios, A.J. Kappos, I.A. Tegos, G.G. Penelis, Cyclic load behavior of low-slenderness reinforced concrete walls: failure modes, strength and deformation analysis, and design implications, ACI Structural Journal, 97(1) (2000) 132-141.
[49] A.A. Tasnimi, Strength and deformation of mid-rise shear walls under load reversal, Engineering Structures, 22(4) (2000) 311-322.
[50] A.J.K.I.A.T. Thomas N. Salonikios, G.P. Georgios, Cyclic Load Behavior of Low-Slenderness Reinforced Concrete Walls: Failure Modes, Strength and Deformation Analysis, and Design Implications, ACI Structural Journal, 97(1) (2000).
[51] M.S. Lopes, Experimental shear-dominated response of RC walls: Part I: Objectives, methodology and results, Engineering Structures, 23(3) (2001) 229-239.
[52] P. Daniel, J.V. Frank, Behavior of Three-Dimensional Reinforced Concrete Shear Walls, ACI Structural Journal, 99(1) (2002).
[53] J. Paterson, D. Mitchell, Seismic Retrofit of Shear Walls with Headed Bars and Carbon Fiber Wrap, Journal of Structural Engineering, 129(5) (2003) 606-614.
[54] Y. Chiou, Y. Mo, F. Hsiao, Y. Liou, M. Sheu, Behavior of High Seismic Performance Walls, in: 13th World Conference on Earthquake Engineering, Vancouver, Canada, August, paper, 2004.
[55] J.I.R. Eric M. Hines, S. Frieder, Force-Displacement Characterization of Well-Confined Bridge Piers, ACI Structural Journal, 101(4) (2004).
[56] S.-J. Hwang, Y.-S. Tu, Y.-H. Yeh, T.-C. Chiou, Reinforced concrete partition walls retrofitted with carbon fiber reinforced polymer, in: ANCER annual meeting: networking of young earthquake engineering researchers and professionals, 2004.
[57] J.H. Thomsen, J.W. Wallace, Displacement-Based Design of Slender Reinforced Concrete Structural Walls-Experimental Verification, Journal of Structural Engineering, 130(4) (2004) 618-630.
[58] C. Greifenhagen, D. Papas, P. Lestuzzi, Static-cyclic tests on reinforced concrete shear walls with low reinforcement ratios, Gen Inf, (2005) 1-113.
[59] Y.-H. Oh, S.-W. Han, Y.-S. Choi, Evaluation and Improvement of Deformation Capacities of Shear Walls Using Displacement-Based Seismic Design, International Journal of Concrete Structures and Materials, 18(1E) (2006) 55-61.
[60] Y. Belmouden, P. Lestuzzi, Analytical model for predicting nonlinear reversed cyclic behavior of reinforced concrete structural walls, Engineering Structures, 29(7) (2007) 1263-1276.
[61] S. Shaingchin, P. Lukkunaprasit, S.L. Wood, Influence of diagonal web reinforcement on cyclic behavior of structural walls, Engineering Structures, 29(4) (2007) 498-510.
[62] R.K.L. Su, S.M. Wong, Seismic behaviour of slender reinforced concrete shear walls under high axial load ratio, Engineering Structures, 29(8) (2007) 1957-1965.
[63] A. Birely, D. Lehman, L. Lowes, D. Kuchma, C. Hart, K. Marley, Investigation of the seismic behavior and analysis of reinforced concrete structural walls, in: Proceedings 14th World Conference on Earthquake Engineering, Beijing, China, 2008.
[64] M. Deng, X. Liang, K. Yang, Experimental study on seismic behavior of high performance concrete shear wall with new strategy of transverse confining stirrups, in: Proceeding of the 14th World Conference on Earthquake Engineering, Xi’an University of Architecture & Technology, China, 2008, pp. 1-8.
[65] F.-P. Hsiao, J.-C. Wang, Y.-J. Chiou, Shear strengthening of reinforced concrete framed shear walls using CFRP strips, in: 14th World Conference on Earthquake Engineering, 2008.
[66] J.W. Wallace, K.J. Elwood, L.M. Massone, Investigation of the Axial Load Capacity for Lightly Reinforced Wall Piers, Journal of Structural Engineering, 134(9) (2008) 1548-1557.
[67] H. Xiaolei, C. Xuewei, J. Cheang, M. Guiniu, W. Peifeng, Numerical analysis of cyclic loading test of shear walls based on open SEES, Proceedings of the 14th WCEE, China, (2008).
[68] A. Dazio, K. Beyer, H. Bachmann, Quasi-static cyclic tests and plastic hinge analysis of RC structural walls, Engineering Structures, 31(7) (2009) 1556-1571.
[69] Ghorbani-Renani, N. Velev, R. Tremblay, D. Palermo, B. Massicotte, P. Léger, Modeling and testing influence of scaling effects on inelastic response of shear walls, ACI Structural Journal, 106(3) (2009) 358.
[70] K.O. Leonardo M. Massone, W.W. John, Modeling of Squat Structural Walls Controlled by Shear, ACI Structural Journal, 106(5) (2009).
[71] N. Nakamura, N. Tsunashima, T. Nakano, E. Tachibana, Analytical study on energy consumption and damage to cylindrical and I-shaped reinforced concrete shear walls subjected to cyclic loading, Engineering Structures, 31(4) (2009) 999-1009.
[72] H. Zhang, X. Lu, X. Wu, Experimental Study and Numerical Simulation of the Reinforced Concrete Walls with Different Stirrup in the Boundary Element, Journal of Asian Architecture and Building Engineering, 9(2) (2010) 447-454.
[73] H. Layssi, W.D. Cook, D. Mitchell, Seismic Response and CFRP Retrofit of Poorly Detailed Shear Walls, Journal of Composites for Construction, 16(3) (2012) 332-339.
[74] T.A. Tran, J. Wallace, Experimental study of nonlinear flexural and shear deformations of reinforced concrete structural walls, in: 15th World Conference on Earthquake Engineering, 2012.
[75] S. Mazzoni, F. McKenna, M.H. Scott, G.L. Fenves, Open system for earthquake engineering simulation (OpenSees): version2.5.0, Pacific Earthquake Engineering Research (PEER) Center, Berkeley, California, USA, 2016.
[76] D. Lignos, Sidesway collapse of deteriorating structural systems under seismic excitations, Stanford University, 2008.
[77] SERIES, Seismic Engineering Research Infrastructures for European Synergies in.
[78] C. Magna, S. Kunnath, Simulation of nonlinear seismic response of reinforced concrete structural walls, in: 15th World Conference on Earthquake Engineering, 2012.
[79] W. Corley, A. Derecho, T. Takayanagi, Analysis of inelastic shear deformation effects in reinforced concrete structural wall systems, Portland Cement Association, 1979.
[80] C.B. Haselton, P.E.E.R. Center, Beam-column element model calibrated for predicting flexural response leading to global collapse of RC frame buildings, Pacific Earthquake Engineering Research Center, 2008.
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