[1]. Priestley, M.J.N. Calvi, G.M. and Kowalsky, M.J. (2007). Displacement-based Seismic Design of Structures. IUSS Press, Pavia. ISBN: 978-88-6198-000-6
[2]. Sullivan, T.J. Priestley, M.J.N. and Calvi, G.M. (2012). A Model Code for the Displacement-Based Seismic Design of Structures (DBD12). April, ISBN: 978-88-6198-072-3.
[3]. Bahar, O. and Gozasht, F. (2015). Seismic Evaluation of Regular MR Steel Frame Designed by Direct Displacement Based Method. Bulletin of Earthquake Science and Engineering, International Institute of Earthquake Engineering and Seismology (IIEES), Vol. 2, No. 2.
[4]. Barati, P. and Bahar, O. (2014). Comparison of Simple Steel Frames with Concentric Braces designed by both Performance and Force-Base Methods. 1th International Conference on Urban Development based on New Technologies & 4th National Conference on Urban Development held at the Islamic Azad University, Sanandaj branch, IRAN.
[5]. Arkavazi, F. and Bahar, O. (2014). Comparison of Force-Base Design and Direct Displacement Based Method to Evaluate EBF Steel Frame’s Behavior. 1th International Conference on Urban Development based on New Technologies 4th & National Conference on Urban Development held at the Islamic Azad University, Sanandaj branch, IRAN.
[6]. Esmaeilabadi, R. and Bahar, O. (2016). Improving the parameters of directly displacement-based design in steel moment resisting frames. Bulletin of Earthquake Science and Engineering, International Institute of Earthquake Engineering and Seismology (IIEES).
[7]. Athanasios, I. Dimopoulos, Bazeos, N., Dimitri, E. and Beskos. (2012). Seismic yield displacements of plan moment resisting and x-braced steel frames. Soil Dynamics and Earthquake Engineering 41 128–140.
[8]. INBC. (2013). Iranian National Building code, Part 10 (Steel building design and construction), Tehran.
[9]. Standard NO.2800, (2015). Iranian Code of practice for Seismic Resistant Design of Buildings. 4nd Revision, Building& Housing Research Center, Iran.
[10]. FEMA-356 (2000). Pre-standard and commentary of seismic rehabilitation of building, Federal Emergency Management Agency, Washington DC, USA..
[11]. Aschheim, M. and EERI, M. (2002). Seismic Design Based on the Yield Displacement. Earthquake Spectra. Earthquake Engineering Research Institute. Volume 18, No. 4, pages 581–600, November,.
[12]. Roldán, R. Sullivan, T.J. and Della Corte, G. (2016). Displacement-based design of steel moment resisting frames with partially-restrained beam-to-column joints. Bulletin of Earthquake Engineering, 14(4), pp.1017-1046.
[13]. Gasparini, D. and E. H. (1976). SIMQKE: A program for artificial motion generation. Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, MA.