[1] Priestley M, Calvi G, Kowalsky M. (2007). Direct displacement-based seismic design of structures. 5th New Zealand Society for Earthquake Engineering Conference.
[2] Bertero VV. (2000). Performance-based seismic engineering: conventional vs. innovative approaches. Memorias 12vo Congreso Mundial de Ingeniería Sísmica.
[3] Priestley M. (2000). Performance based seismic design. Bulletin of the New Zealand society for earthquake engineering.
[4] Shibata A, Sozen MA. (1976). Substitute-structure method for seismic design in R/C. Journal of the Structural Division.
[5] Dwairi HM, Kowalsky MJ, Nau JM. (2007). Equivalent damping in support of direct displacement-based design. Journal of Earthquake Engineering.
[6] Blandon CA. (2004). Equivalent viscous damping equations for direct displacement based design. Master. ROSE SCHOOL.
[7] Pettinga JD, Priestley MN. (2005). Dynamic Behaviour of Reinforced Concrete Frames Designed with Direct Displacement-Based Design. ROSE SCHOOL.
[8] Muljati I, Kusuma A, Hindarto F. (2015). Direct Displacement Based Design on Moment Resisting Frame with Out-of-plane Offset of Frame. Procedia Engineering. 125:1057-64.
[9] Priestley M, Grant DN, Blandon CA. (2007). Direct displacement-based seismic design. 2005 NZSEE Conference.
[10] FEMA P. (2000). Commentary for the seismic rehabilitation of buildings. FEMA-356, Federal Emergency Management Agency, Washington, DC.
[11] Priestley M, Calvi G, Kowalsky M. (2007). Displacement‐based seismic design of structures. 1st ed. Pavia, Italy: IUSS Press.
[12] ACI. (2014). Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14). American Concrete Institute.
[13] ASCE. (2010). Minimum Design Loads for Buildings and Other Structures (ASCE 7-10). American Society of Civil Engineers.
[14] Bommer JJ, Elnashai AS. (1999). Displacement spectra for seismic design. Journal of Earthquake Engineering. 3:1-32.
[15] شاکری ک, شایانفر م. (۱۳۸۷). تحلیل استاتیکی غیر خطی مودال با یک بار اجرا برای ارزیابی لرزهای قابهای خمشی فولادی. نشریهی علمی و پژوهشی سازه و فولاد.
[16] Abbasnia R, Tajik Davoudi A, Maddah MM. (2014). An improved displacement-based adaptive pushover procedure based on factor modal combination rule. Earthquake Engineering and Engineering Vibration. 13:223-41.
[17] ASCE. (2013). Seismic Evaluation and Retrofit of Existing Buildings (ASCE 41-13). American Society of Civil Engineers.