D. Dan, A. Fabian, V. Stoian, Theoretical and experimental study on composite steel–concrete shear walls with vertical steel encased profiles, Journal of Constructional Steel Research, 67(5) (2011) 800-813.
 A. AISC, AISC 341-10, Seismic Provisions for Structural Steel Buildings, Chicago, IL: American Institute of Steel Construction, (2010).
 C. EuroCode, 8: Design Provisions for Earthquake Resistance-Part 1: General Rules, Seismic Actions and Rules for Buildings, Brussels: European Committee for Standardization, (2004).
 高层, 土结 , 构技 , 术规程 , JGJ 3—2010, in, 北, 2010.
 X. Ji, J. Qian, Z. Jiang, Seismic behavior of steel tube-reinforced concrete composite walls, in: Steel & Composite Structures. In: Proceedings of the 4-th international conference, 2010, pp. 185-190.
 K.A. Hossain, H. Wright, Experimental and theoretical behaviour of composite walling under in-plane shear, Journal of Constructional Steel Research, 60(1) (2004) 59-83.
 X. Ji, Y. Sun, J. Qian, X. Lu, Seismic behavior and modeling of steel reinforced concrete (SRC) walls, Earthquake Engineering & Structural Dynamics, 44(6) (2015) 955-972.
 X. Lu, J. Yang, Seismic behavior of T-shaped steel reinforced concrete shear walls in tall buildings under cyclic loading, The Structural Design of Tall and Special Buildings, 24(2) (2015) 141-157.
 J. Qian, Z. Jiang, X. Ji, Behavior of steel tube-reinforced concrete composite walls subjected to high axial force and cyclic loading, Engineering Structures, 36 (2012) 173-184.
 L. Han, Z. Tao, W. Wang, Advanced composite and mixed structures-testing, theory and design approach, China Science Press, (2009).
 H. Xia, J. Liu, Application and structural analysis of shear wall connected with rectangular concrete-filled steel tube columns, Building Structure, 35(1) (2005) 16-18.
 F. Esaki, M. Ono, Effect of loading rate on mechanical behavior of SRC shearwalls, Steel and composite structures, 1(2) (2001) 201-212.
 X. Tong, J.F. Hajjar, A.E. Schultz, C.K. Shield, Cyclic behavior of steel frame structures with composite reinforced concrete infill walls and partially-restrained connections, Journal of Constructional Steel Research, 61(4) (2005) 531-552.
 D. Mostofinejad, M.M. Anaei, Effect of confining of boundary elements of slender RC shear wall by FRP composites and stirrups, Engineering Structures, 41 (2012) 1-13.
 H. Ma, H. Zhang, Y. Zhai, Experimental Study on Seismic Performance of RC Shear Wall with High-Strength Rebars, in: International Efforts in Lifeline Earthquake Engineering, 2014, pp. 505-512.
 S. Altin, Y. Kopraman, M. Baran, Strengthening of RC walls using externally bonding of steel strips, Engineering Structures, 49 (2013) 686-695.
 P. Adebar, A.M. Ibrahim, M. Bryson, Test of high-rise core wall: effective stiffness for seismic analysis, ACI Structural Journal, 104(5) (2007) 549.
 H. Hibbitt, B. Karlsson, P. Sorensen, Abaqus analysis user’s manual version 6.10, Dassault Systèmes Simulia Corp.: Providence, RI, USA, (2011).
 V. Abaqus, 6.5. 1, User Manual, 4 (2005).
 J. Lubliner, J. Oliver, S. Oller, E. Onate, A plastic-damage model for concrete, International Journal of solids and structures, 25(3) (1989) 299-326.
 J. Lee, G.L. Fenves, Plastic-damage model for cyclic loading of concrete structures, Journal of engineering mechanics, 124(8) (1998) 892-900.
 A. Committee, A.C. Institute, I.O.f. Standardization, Building code requirements for structural concrete (ACI 318-08) and commentary, in, American Concrete Institute, 2008.
 F.-Y. Liao, L.-H. Han, Z. Tao, Performance of reinforced concrete shear walls with steel reinforced concrete boundary columns, Engineering structures, 44 (2012) 186-209.
 M. Attard, S. Setunge, Stress-strain relationship of confined and unconfined concrete, Materials Journal, 93(5) (1996) 432-442.
 A. Hillerborg, M. Modéer, P.-E. Petersson, Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements, Cement and concrete research, 6(6) (1976) 773-781.
 I.S. Code, Iranian code of practice for seismic resistant design of buildings, Standard, (2005).