[1] Kiakojouri, F. De Biagi, V. Chiaia, B. and Sheidaii, M. R. (2020). Progressive collapse of framed building structures: Current knowledge and future prospects. Engineering Structures, 206, 110061.
[2] Rahnavard, R. and Siahpolo, N. (2017). Function comparison between moment frame and moment frame with centrically braces in high-rise steel structure under the effect of progressive collapse. Journal of Structural and Construction Engineering, 4, 42-57. (In Persian)
[3] Kim, H. (2006). Progressive Collapse Behavior of Reinforced Concrete Structures with Deficient Details, PhD Dissertation University of Texas at Austin.
[4] Liu, M. and Pirmoz, A. (2016). Energy-based pull-down analysis for assessing the progressive collapse potential of steel frame buildings. Engineering Structures, 123(1), 372–378.
[5] Kazemi-Moghaddam, A. and Sasani, M. (2015). Progressive collapse evaluation of Murrah Federal Building following sudden loss of column G20. Engineering Structures, 89, 162–171.
[6] Sasani, M. and Sagiroglu, S. (2008). Progressive collapse of reinforced concrete structures: a multihazard perspective. ACI Structural Journal, 105(1), 96-103.
[7] Tsai, M. and Lin, B. (2008). Investigation of Progressive Collapse Resistance and Inelastic Response for an Earthquake-Resistant RC Building Subjected to Column Failure. Engineering Structures, 30, 3619-3628.
[8] Pachenari, A. Keramati, A. and Pachenari, Z. (2013). Investigation of progressive collapse in intermediate RC frame structures. The Structural Design of Tall and Special Buildings, 22(2), 116–125.
[9] Kokot, S. Anthoine, A. Negro, P. and Solomos, G. (2012). Static and dynamic analysis of a reinforced concrete flat slab frame building for progressive collapse. Engineering Structures, 40, 205–217.
[10] Pampanin, S. Christopoulos, C. and Chen T. H. (2006). Development and validation of a metallic haunch seismic retrofit solution for existing under-designed RC frame buildings. Earthquake Engineering & structural Dynamics, 35 (14), 1739–1766.
[11] Eligehausen, R. Genesio, G. Ožbolt, J. and Pampanin, S. (2008). 3D analysis of seismic response of RC beam-column exterior joints before and after retrofit. In Concrete repair, rehabilitation and retrofitting II, edited by Alexander, M. G., Beushausen, H. Dehn, F. and Moyo, P. London: Taylor & Francis.
[12] Sharbatdar, M. K. Kheyroddin, A. and Emami, E. (2012). Cyclic performance of retrofitted reinforced concrete beam-column joints using steel prop.
Construction and Building Materials, 36, 287–294.
[13] Feng, P. Qiang, H. Qin, W. and Gao, M. (2017). A novel kinked rebar configuration for simultaneously improving the seismic performance and progressive collapse resistance of RC frame structures. Engineering Structures, 147, 752–767.
[14] Sasmal, S. and Voggu, S. (2018). Strut-Relieved Single Steel Haunch Bracing System for Mitigating Seismic Damage of Gravity Load Designed Structures. Journal of Structural Engineering, 144(10), 04018167:1-16.
[15] Rezazadeh, P. Sheidaii, M. R. and Salmasi, A. (2018). Assessment of Progressive Collapse Behaviour of Moment Frames Strengthened with Knee Elements. International Journal of Steel Structures, 19(2), 517–529.
[16] Zahrai, S.M. and Ezoddin, A. (2018).Cap truss and steel strut to resist progressive collapse in RC frame structures. Steel and Composite Structures, 26 (5), 635-647
[17] Ahmad, N. Akbar, J. Rizwan, M. Alam, B. Khan, A. N. and Lateef, A. (2019). Haunch retrofitting technique for seismic upgrading deficient RC frames. Bulletin of Earthquake Engineering, 17(7), 3895-3932.
[18] Computers and structures- Inc, (2016). SAP2016 Software. Berkeley, CA.
[19] MHUD, (2009). Iranian national building code (part 6): loading, Ministry of Housing and Urban Development, Tehran, Iran.
[20] MHUD, (2009). Iranian national building code (part 9): Concrete structure design, Ministry of Housing and Urban Development, Tehran, Iran.
[21] Ministry of Roads and Urban Development, (2015). The regulations governing the design of buildings against earthquake2800. Fourth edition. http://www.std2800.ir. Accessed February 23, 2020.
[22] Federal Emergency Management Agency. (2000). Pre Standard and Commentary for the Seismic Rehabilitation of Buildings. FEMA 356, Washington, D.C.
[23] Unified Facilities Criteria (UFC)-DoD., (2205), Design of buildings to resist progressive collapse. Department of Defense.