Liu, Y., Xu, L. and Grierson, D. E. (2003). Performance of buildings under abnormal loading. In Proceedings of the Response of Structures to Extreme Loading Conference, Toronto, Canada.
 Kaewkulchai, G. and Willamson, E.B. (2003). Progressive collapse behaviour of planar frame structures. In Proceedings of the Response of Structures to Extreme Loading Conference, Toronto, Canada.
 Adam, C., Ibarra, L. F. and Krawinkler, H. (2004). “Evaluation of P-delta effects in non-deteriorating MDOF structures from equivalent SDOF systems,” Proc., 13th World Conf. on Earthquake Engineering, Vancouver, B.C., Canada, Paper No. 3407.
 Miranda, E. and Akkar, D. (2003). Dynamic instability of simple structural systems. Journal of Structural Engineering, 129 (12), pages 1722–1726.
 Williamson, E.B. (2003). Evaluation of damage and P-D effects for systems under earthquake excitation. Journal of Structural Engineering, 129(8), pages 1036-1046.
 Bernal, D. (1987). Amplification factors for inelastic dynamic P-Delta effects in earthquake analysis. Journal of Earthquake Engineering & Structural Dynamics, 15(5), pages 635-651.
 Bernal, D. (1992). Instability of buildings subjected to earthquakes. Journal of Structural Engineering, 118(8), pages 2239-2260.
 Bernal, D. (1998). Instability of buildings during seismic response. Journal of Engineering Structures, 20, 4-6, pages 496-502.
 Bernal, D., Nasseri, A. and Bulut, Y. (2006). Instability inducing potential of near fault ground motions. SMIP 06 Seminar Proceedings, pages 41-62.
 Rahnama, M. and Krawinkler, H. (1993). Effect of soft soils and hysteresis models on seismic design spectra. John A. Blume Earthquake Engineering Research Centre Report No. 108, Department of Civil Engineering, Stanford University.
 Song, J. and Pincheira, J. (2000). Spectral displacement demands of stiffness and strength degrading systems. Earthquake Spectra, 16(4), pages 817-851.
 Ibarra, L., Medina, R. and Krawinkler, H. (2002). Collapse assessment of deteriorating SDOF systems. Proceedings of the 12th European Conference on Earthquake Engineering, London, UK, Paper 665, Elsevier Science Ltd.
 Ibarra, L. F. and Krawinkler, H., (2005). Global collapse of frame structures under seismic excitations. Report No. PEER 2005/06, Pacific Earthquake Engineering Research Centre, University of California at Berkeley, Berkeley, California.
 Ibarra L. F., Medina R. A. and Krawinkler H., (2005). Hysteretic models that incorporate strength and stiffness deterioration. Earthquake Engineering and Structural Dynamics, 34(12), pages. 1489-1511.
 Zareian, F. and Krawinkler, H. (2007). Assessment of probability of collapse and design for collapse safety. Earthquake Engineering and Structural Dynamics, 36(13), 1901-1914.
 Kato, B., Akiyama, H., Suzuki, H., and Fukuzawa, Y. (1973). Dynamic collapse tests of steel structural models. 5th World Conf. on Earthquake Engineering, Rome.
 Rodgers, J. and Mahin, S. (2006). Effects of Connection Fractures on Global Behaviour of Steel Moment Frames Subjected to Earthquakes. Journal of Structural Engineering, (ASCE), Vol. 132, No. 1, pages. 78-88.
 Kasai, K., Ooki, Y., Motoyui, S., Takeuchi, T. and Sato, E. (2007). E-Defence tests on full-scale steel buildings: Part 1- Experiments using dampers and isolators,” Proc. Structural Congress, ASCE, Long Beach，247-17.
 Tada, M., Ohsaki, M., Yamada, S., Motoyui, S. and Kasai, K. (2007). E-Defence tests on full-scale steel buildings: Part 3 − Analytical simulation of collapse. Proc. Structures Congress 2007, ASCE, Long Beach, 247-19.
 Suita, K., Yamada, S., Tada, M. Kasai, K. Matsuoka, Y. and Sato, E. (2007), “E-Defence tests on full-scale steel buildings: Part 2 − Collapse experiments on moment frames,” Proc. Structures Congress 2007, ASCE, Long Beach，247-18.
 Lignos, D.G. and Krawinkler, H. (2009). Side-sway collapse of deteriorating structural systems under seismic excitations. Report no. TB 172. Stanford (CA): John A. Blume Earthquake Engineering Research Centre. Department of Civil and Environmental Engineering, Stanford University, 1-12.
 Lignos, D.G. and Krawinkler, H. (2011). Deterioration modelling of steel components in support of collapse prediction of steel moment frames under earthquake loading, Journal of Structural Engineering, 137 (11), 1291-1302.
 Lignos, D.G. and Krawinkler, H. (2010). A steel database for component deterioration of tubular hollow square steel columns under varying axial load for collapse assessment of steel structures under earthquakes. In Proceedings of the 7th International Conference on Urban Earthquake Engineering (7CUEE), Tokyo, Japan.
 E. Fereshtehnejad, M. Banazadeh and A. Shafieezadeh, (2016). System reliability-based seismic collapse assessment of steel moment frames using incremental dynamic analysis and Bayesian probability network, Engineering Structures, 118, 274-286.
 F.M. Nazri, P.Y. Ken, (2014). Seismic performance of moment resisting steel frame subjected to earthquake excitations. Front. Struct. Civ. Eng. 8, 19-25.
 A. Elkady, and D. G. Lignos, (2017). Full-Scale Cyclic Testing of Deep Slender Wide-Flange Steel Beam-Columns under Unidirectional and Bidirectional Lateral Drift Demands. 16th World Conference on Earthquake Engineering (16WCEE), Santiago, Chile, num. 944.
 Mehdizadeh, K., Karamodin, A., (2017). Probabilistic Assessment of Sidesway Collapse of Steel Moment Frames (Ordinary, Intermediate and Special) under Earthquake. Journal of Structural and Construction Engineering, Volume 4, No. 3, pages 129-147.
 Mehdizadeh, K., Karamodin, A., (2017). Evaluation the Possibility of the Occurrence of Progressive Collapse in Steel Moment Frames (Ordinary, Intermediate and Special) Due to Sudden Column Removal. Journal of Structural and Construction Engineering, Volume 5, No. 3, pages 85-105.
 Mehdizadeh, K., Karamodin, A., (2018). Investigation of the Effect of Uncertainty of the Ibara-Medina-Krawinkler Model Parameters on Seismic Collapse Capacity in Steel Moment Resisting Frames. Journal of Structural and Construction Engineering, Volume 6, No. 2, pages 45-62.
 Saberi, V., Saberi, H., Sadeghi, A., (2020). Collapse Assessment of Steel Moment Frames Based on Development of Plastic Hinges, Journal of Science and Technology, (In Persian).
 FEMA P 695. (2009). Quantification of Building Seismic Performance Factors. Washington, D.C. Federal Emergency Management Agency, USA.
 INBC. (2013). Design and Construction of Steel Structures. Tehran: Ministry of Housing and Urban Development, Iranian National Building Code, Part 10. (In Persian).
 INBC. (2013). Design Loads for Buildings. Tehran: Ministry of Housing and Urban Development, Iranian National Building Code, Part 6. (In Persian).
 BHRC. (2014). Iranian code of practice for seismic resistant design of buildings. Tehran: Building and Housing Research Centre, Standard No. 2800. (In Persian).
 Mazzoni, S., Mckenna, F., Scott, M. H. and Fenves, G. L. (2006). OpenSees Command Language Manual. http://OpenSEES. Berkeley.edu/OPENSEES/manuals/user manual/OpenSees Command Language Manual June 2006.pdf.
 Habibullah, A. (1997). ETABS-Three Dimensional Analysis of Building Systems. Manual. Computers and Structures Inc. Berkeley, California.
 Lignos, D.G. and Krawinkler, H. (2007). A database in support of modelling of component deterioration for collapse prediction of steel frame structures. In Proceeding of the ASCE Structures Congress, Long Beach CA, SEI institute.
 SeismoSignal, (2018). Constitutes a simple, yet efficient, package for the processing of strong-motion data.
 NIST. (2011) Research Plan for the Study of Seismic Behaviour and Design of Deep, Slender Wide Flange Structural Steel Beam-Column Member, NIST GCR 11-917-13; prepared by the NEHRP Consultants Joint Venture, a partnership of the Applied Technology Council and the Consortium of Universities for Research in Earthquake Engineering for the National Institute of Standards and Technology, Gaithersburg, Maryland.
 Zargar, S. and Medina, R.A. (2014). Hybrid Simulation of an Exterior Steel Column in a 20-Story Moment Resisting Frame. In Proceedings of the Second European Conference on Earthquake Engineering and Seismology, Istanbul, AUG 25-29.
 Commentary of Instruction for seismic Rehabilitation of Existing Buildings NO: 360.