[1] Maffei, J. and Yuen, N.; "Seismic Performance and Design Requirements for High Rise Buildings"; Structural Magazine, (2007) 28–32.
[2] Lew, M.; "The relationship of ground motion hazard to the design of tall buildings"; Structal Design of Tall and Special Building, No. 19, (2010) 43–60.
[3] Blakeley RWG. Cooney RC. Megget LM.; "Seismic shear loading at flexural capacity in cantilever wall structures"; Bulletin New Zealand National Society Earthquake Engineering, No. 8 (1975) 278–290.
[4] Derecho, AT. Iqbal, M. Ghosh, SK. Fintel, M. Corley, WG. and Scanlon, A.; "Structural Walls in Earthquake-Resistant Buildings Dynamic Analysis of Isolated Structural Walls Development of Design Procedure – Design Force Levels"; Portland Cement Association: Skokie, IL, (1981).
[5] Eibl, J. and Keintzel, F.; "Seismic shear forces in RC cantilever shear walls"; Proceedings, 9th World Conference on Earthquake Engineering, Tokyo/Kyoto, Japan, (1988) Report 9-1-1.
[6] Paulay T, Priestley MJN.; "Seismic Design of Reinforced Concrete and Masonry Buildings"; Wiley: Hoboken, NJ, (1992).
[7] Eberhard MO, Sozen MA.; "Member behavior-based method to determine design shear in earthquake-resistant walls", Journal of Structural Engineering, No. 119 (1993) 619–640.
[8] Filiatrault A, D’Aronco D,; "Tinawi R. Seismic shear demand of ductile cantilever walls: a Canadian code perspective"; Canadian Journal of Civil Engineering, No. 21 (1994) 363–376.
[9] Panneton M, Léger P, Tremblay R.; " Inelastic analysis of a reinforced concrete shear wall building according to the National Building Code of Canada 2005"; Canadian Journal of Civil Engineering No.33 (2006) 854–871.
[10] Rutenberg A, Nsieri E.; "The seismic shear demand in ductile cantilever wall systems and the EC8 provisions"; Bulletin of Earthquake Engineering, No.4 (2006) 1–21.
[11] Panagiotou M, Restrepo JI, Conte JP.; "Shake Table Test of a 7-Story Full Scale Reinforced Concrete Wall Building Slice, Phase I: Rectangular Wall", ASCE Journal of Structural Engineering, No.137 (2011) 691–705.
[12] Panagiotou M.; "Seismic design, testing, and analysis of reinforced concrete wall buildings", Ph.D. Thesis, University of California, San Diego (2008).
[13] Park R, Paulay T.; "Reinforced Concrete Structures", John Wiley & Sons, Inc.: NJ (1975).
[14] ACI 318-08.; "Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary", ACI Committee 318: Farmington Hills, (2008).
[15] ASCE 7-05.; "Minimum Design Loads for Buildings and Other Structures"; American Society of Civil Engineers: Reston, VA, (2006).
[16] CEN EC8.; "Design of Structures for Earthquake Resistance", European Committee for Standardisation: Brussels, Belgium, (2004).
[17] NZS 3101.; "New Zealand Standard, Part 1- The Design of Concrete Structures", Standards New Zealand: Wellington, New Zealand, (2006).
[18] CSA Standard A23.3-04.; "Design of Concrete Structures. Canadian Standard Association: Rexdale, Canada, (2005).
[19] Moehle J, Bozorgnia Y, Yang TY.; "The Tall Buildings Initiative", Proceedings SEAOC Convention (2007) 315–324.
[20] Panagiotou M, Restrepo JI.; "Dual-plastic hinge design concept for reducing higher-mode effects on high-rise cantilever wall buildings", Earthquake engineering and structural dynamics, No. 38 (2009) 1359–1380.
[21] Sullivan, TJ. Priestley MJN.; "Calvi GM, Estimating the Higher-Mode Response of Ductile Structures", Journal of Earthquake Engineering, No. 12 (2008) 456–472.
[22] Calugaru, V. and Panagiotou, M.; " Response of tall cantilever wall buildings to strong pulse type seismic excitation"; Earthquake engineering and structural dynamics, No. 41 (2012) 1301–1318
[23] Panagiotou, Mand Restrepo, JI.; " Dual-plastic hinge design concept for reducing higher-mode effects on high-rise cantilever wall buildings"; Earthquake engineering and structural dynamics, No. 38 (2009) 1359–1380.
[24] آیین نامه طراحی ساختمانها در برابر زلزله، مرکز تحقیقات ساختمان و مسکن، ویرایش سوم، 1384.
[24] ETABS Nonlinear Version 9.2.0.; "Extended 3D Analysis of Building Structures, Computers and Structures", Inc. Berkeley, CA.24 peer (2008).
[26] Computer and Structures, Inc,; "Perform-3D V5: Nonlinear Analysis and Performance Assessment for 3D Structures", Berkeley, CA, (2011).
[26] سازمان مدیریت و برنامه ریزی کشور، دستورالعمل بهسازی لرزهای ساختمانهای موجود 1381.
[27] Mander, J.B., Priestley, M.J.N. and Park, R.; "Theoretical Stress-Strain Model for Confined Concrete", ASCE Journal of Structural Engineering, No. 114(8) (1988), 1804-1826.
[28] خیرالدین، علی، "آنالیز و طراحی دیوارهای برشی،" انتشارات دانشگاه سمنان، ویرایش دوم،1390.
[29] Powell, G.; "Detailed example of a tall shear wall building using CSI’s Perform 3D nonlinear dynamic analysis," Berkeley, CA: Computers and Structures Inc, (2007).
[30] Wallace, J.W.; "Modeling issues for tall reinforced concrete core wall buildings"; The Structural Design of Tall and Special Buildings, No. 16 (2007) 615-632.
[31] Data source: PEER (http://peer.berkeley. edu/smcat).