[1]ASCE/SEI 7-10; “Minimum Design Loads for Buildings and Other Structures”, Reston, Virginia, United States, Published by American Society of Civil Engineers, 2010, 608 pages.
[2] Dan D, Fabian A, Stoian V; “Theoretical and experimental study on composite steel–concrete shear walls with vertical steel encased profiles”; J. Construct. Steel Res; 2011, 67:800–13.
[3] Priestley M.J.N, Calvi G.M, Kowalsky M.J; “Displacement-based Seismic Design of Structures”;Pavia, Italy, IUSS Press, 2007, 721 pages.
[4] Priestley, M. J.; Amaris, Alejandro D; “Dynamic Amplification of Seismic Moments and Shear Forces in Cantilever Walls”; Pavia, Italy ,IUSS Press, 2002, 75 pages.
[5] Priestley M. J. N and Kowalsky M. J; “Direct displacement-based design of concrete buildings”; Bull.New Zealand Nat. Soc. Earthq.Engrg., 1998, 33(4).
[6] Tehranizadeh M, Yakhchalian M; “Displacement Based and Consolidated Force/Displacement Based Methods for Seismic Assessment of Steel Moment Resisting Frames”; Scientia Iranica, Volume 18, Issue 5, October, Sharif University of Technology, Tehran, Iran, 2011, Pages 1054–1060.
[7] Malekpour S, Dashti F, Ghaffarzadeh H; “An Investigation on DDBD Approach of Near-Fault RC Frame, RC Wall-Frame and Steel Braced RC Frame Systems”; The Fiftheenth World Conference on Earthquake Engineering, Lisbon, Portugal, 2012.
[8] Lopez R.G; “Development of a Displacement Based Design Method for Steel Frame-RC Wall Buildings”, Pavia, Italy, ROSE SCHOOL, IUSS Press, 2007, 46 pages.
[9] Sullivan T.J, Priestley M.J.N and Calvi G.M; “Seismic Design of Frame-Wall Structures”; Pavia, Italy, IUSS Press, ROSE SCHOOL, Research Report No. 2006/02, 2006.
[10] وزارت راه و شهرسازی، استاندارد 84-2800، آییننامه طراحی ساختمانها در برابر زلزله، ویرایش سوم، 1389.
[11] Seismosoft, SeismoArtif, “An application capable of generating artificial earthquake accelerograms matched to a specific target response spectrum using different calculation methods and varied assumptions”, Available Online at http://www.seismosoft.com, 2012.
[12] MacGregor J.G and White J.K; “Reinforced Concrete, Mechanics and Design”, 6th Edition;New Jersey, USA, Pearson Education, Inc., 2012, 1176 pages.
[13] Seismosoft, SeismoStruct, “A computer program for static and dynamic nonlinear analysis of framed structures”, Available Online at http://www.seismosoft.com, 2013.
[14] Martinelli P and Filippou F; “Simulation of the Shaking Table Test of a Seven-Story Shear Wall Building”; Earthquake Engineering and Structural Dynamics, 2009, 38, 587-607.
[15] شابدین م، سلطانی محمدی م، "ارزیابی روش طراحی مستقیم بر اساس تغییرمکان در طرح لرزهای دیوارهای برشی بتن مسلح"، تهران، ایران، مجله علمی پژوهشی مهندسی عمران شریف، دورهی 28-2 شمارهی 4، 1391، ص. 25-38.
[16] Mander J.B, Priestley M.J.N, Park R; “Theoretical Stress-Strain Model for Confined Concrete”; Journal of Structural Engineering, Vol.114, No.8, 1988, pp.1804-1826.
[17] Menegotto M and Pinto P.E; “Method of Analysis for Cyclically Loaded R.C. Plane Frames Including Changes in Geometry and non-elastic Behavior of elements under combined normal force and bending Symposium on the Resistance and Ultimate Deformability of Structures Acted on by Well Defined Repeated Loads”; Zurich, Switzerland, International Association for Bridge and Structural Engineering,1973,pp.15-22.