[1] Khizab, B., Sadeghi, A., Hashemi, S., Mehdizadeh, K. and Nasseri, H. (2021). Investigation the performance of dual systems moment-resisting frame with steel plate shear wall subjected to blast loading. Journal of Structural and Construction Engineering, 8, 102-127.
[2] Karimian, A., Armaghani, A. and Behravesh, A. (2019). Performance of low-yield strength plates in beam-column connections against progressive collapse. KSCE Journal of Civil Engineering, 23, 335-345.
[3] Kiakojouri, F., Sheidaii, M.R., De Biagi, V. and Chiaia, B. (2020). Progressive collapse assessment of steel moment-resisting frames using static- and dynamic-incremental analyses. Journal of Performance of Constructed Facilities, 34, 1-13.
[4] Rezaie, F., Fakhradini, S. and Ghahremannejad, M. (2018). Numerical evaluation of progressive collapse potential in reinforced concrete buildings with various floor plans due to single column removal. Civil Engineering Infrastructures Journal, 51, 405-424.
[5] Sahebalzaman, M.S., Sheidaii, M.R. and Salmasi, A. (2021). Effects of plastic hinges modelling of fully restrained connections in the progressive collapse resistance of steel moment frames. Journal of Structural and Construction Engineering, 8, 327-342.
[6] Panahi, S. and Zahrai, S.M. (2021). Performance of typical plan concrete buildings under progressive collapse. Structures, 31, 1163-1172.
[7] GSA. (2013). Alternate path analysis and design guidelines for progressive collapse resistance. General Services Administration, Washington, D.C.
[8] GSA. (2016). Alternate path analysis and design guidelines for progressive collapse resistance revision 1. General Services Administration, Washington, D.C.
[9] UFC. 4-010-01 (2013). DoD minimum antiterrorism standards for buildings. Unified facilities criteria, Washington, D.C.
[10] UFC. 4-023-03 (2016). Design of buildings to resist progressive collapse. Unified facilities criteria, Washington, D.C.
[11] Yi, W.J., Yi, F. and Zhou, Y. (2021). Experimental studies on progressive collapse behavior of RC frame structures: Advances and future needs. International Journal of Concrete Structures and Materials, 15, 1-23.
[12] Alshaikh, I.M.H., Abadel, A.A. and Alrubaidi, M. (2022). Precast RC structures’ progressive collapse resistance: Current knowledge and future requirements. Structures, 37, 338-352.
[13] kheyroddin, A., Sharbatdar, M.K. and Farahani, A. (2019). Effect of structural height on the location of key element in progressive collapse of RC structures. Civil Engineering Infrastructures Journal, 52, 41-58.
[14] Farahani, A., Kheyroddin, A. and Sharbatdar, M.K. (2018). Finding critical element in the progressive collapse of RC structures using sensitivity analysis. Civil Engineering Journal, 4, 3038-3057.
[15] Gu,
X.L., Zhang,
B., Wang,
Y. and Wang,
X.L. (2021). Experimental investigation and numerical simulation on progressive collapse resistance of RC frame structures considering beam flange effects.
Journal of Building Engineering, 42, 102797.
[16] Ashrafi, H.R. and Hassanzadeh, S.A. (2018). Investigation of progressive collapse in reinforced concrete frames, considering end rigid zones and various scenarios for column removal duration. Journal of Structural and Construction Engineering, 5, 66-84.
[17] Soleymani, A. and Esfahani, M.R. (2019). Effect of concrete strength and thickness of flat slab on preventing of progressive collapse caused by elimination of an internal column. Journal of Structural and Construction Engineering, 6, 24-40.
[18] Qiang, H., Yang, J., Feng, P. and Qin, W. (2020). Kinked rebar configurations for improving the progressive collapse behaviours of RC frames under middle column removal scenarios. Engineering Structures, 211, 110425.
[19] Tao,
Y. and Huang,
Yuan. (2022). Numerical investigation on progressive collapse resistance of post-tensioned precast concrete beam-column assemblies under a column-loss scenario.
Engineering Structures, 251, 113528.
[20] Qian, K., Lan, D.Q., Li, S.K. and Fu, F. (2021). Effects of infill walls on load resistance of multi-story RC frames to mitigate progressive collapse. Structures, 33, 2534-2545.
[21] Elsanadedy, H.M. and Abadel, A.A. (2022). High-fidelity FE models for assessing progressive collapse robustness of RC ordinary moment frame (OMF) buildings. Engineering Failure Analysis, 136, 106228.
[22] Lin, K., Chen, Z., Li, Y. and Lu, X. (2022). Uncertainty analysis on progressive collapse of RC frame structures under dynamic column removal scenarios. Journal of Building Engineering, 46, 103811.
[23] Parisi, F. and Scalvenzi, M. (2020). Progressive collapse assessment of gravity-load designed European RC buildings under multi-column loss scenarios. Engineering Structures, 209, 110001.
[24] Tan,
Z., Zhong,
W., Tian,
L., Zheng,
Y., Meng,
B. and Duan,
S. (2021). Numerical study on collapse-resistant performance of multi-story composite frames under a column removal scenario.
Journal of Building Engineering, 44, 102957.
[25] Yu,
J., Gan,
Y.P., Wu,
J. and Wu, H. (2019). Effect of concrete masonry infill walls on progressive collapse performance of reinforced concrete infilled frames.
Engineering Structures, 191, 179-193.
[26] Zhang, Q., Zhao, Y.G., Kolozvari, K. and Xu, L. (2020). Simplified model for assessing progressive collapse resistance of reinforced concrete frames under an interior column loss. Engineering Structures, 215, 110688.
[27] Qin, W., Xi, Z., Liu, X., Feng, P., Ou, X. and Yang, J. (2022).
Experimental and theoretical analyses of the progressive collapse resistance of NSM strengthening RC frames after the failure of a corner column.
Journal of Building Engineering, 47, 103805.
[28] Qian,
K., Cheng,
J.F., Weng,
Y.H. and Fu,
F. (2021). Effect of loading methods on progressive collapse behavior of RC beam-slab substructures under corner column removal scenario.
Journal of Building Engineering, 44, 103258.
[29] Prakash,
M. and Satyanarayanan,
K.S. (2021). Experimental study on progressive collapse of reinforced concrete frames under a corner column removal scenario.
Materials Today: Proceedings, 40, S69-S74.
[30] Karimiyan, S. (2020). Seismic progressive collapse evaluation in 3 story reinforced concrete buildings due to inner column removal. Journal of Structural and Construction Engineering, 7, 206-226.
[31] Yaghoubi, M., Aghayari, R. and Hashemi, S. (2021). Investigation of progressive collapse in reinforced concrete buildings with slab-wall structural system. Journal of Rehabilitation in Civil Engineering, 9, 40-60.
[32] Havaei,
G. and Bayat, E. (2017). The structural response and manner of progressive collapse in RC buildings under the blast and provide approaches to retrofitting columns against blast.
Journal of Structural and Construction Engineering, 4, 81-100.
[33] Qian,
K., Lan,
D.Q., Li,
S.K. and Fu,
F. (2021). Effects of infill walls on load resistance of multi-story RC frames to mitigate progressive collapse.
Structures, 33, 2534-2545.
[35] Qian,
K., Weng,
Y.H., Fu,
F. and Deng,
X.F. (2021). Numerical evaluation of the reliability of using single-story substructures to study progressive collapse behaviour of multi-story RC frames.
Journal of Building Engineering, 33, 101636.
[36] Mucedero,
G., Brunesi,
E. and Parisi,
F. (2020). Nonlinear material modelling for fibre-based progressive collapse analysis of RC framed buildings.
Engineering Failure Analysis, 118, 104901.
[37] Scalvenzi, M., Gargiulo, S., Freddi, F. and Parisi, F. (2022). Impact of seismic retrofitting on progressive collapse resistance of RC frame structures. Engineering Failure Analysis, 131, 1-19.
[38] Elsanadedy,
H.M. and Abadel,
A.A. (2022). High-fidelity FE models for assessing progressive collapse robustness of RC ordinary moment frame (OMF) buildings.
Engineering Failure Analysis, 136, 1-34.
[39] Azim, I., Yang, J., Bhatta, S., Wang, F. and Liu, Q. (2020). Factors influencing the progressive collapse resistance of RC frame structures.
Journal of Building Engineering, 27, 1-20.
[40] Li, S., Shan, S., Zhai, C. and Xie, L. (2016). Experimental and numerical study on progressive collapse process of RC frames with full-height infill walls. Engineering Failure Analysis, 59, 57-68.
[43] European Committee for Standardization. (2004a). EN 1998-1-5:2004, Eurocode 8: Design of structures for earthquake resistance – Part 1-5: Specific rules for concrete buildings. Belgium, Brussels: European Committee for Standardization.
[44] European Committee for Standardization. (2004b). EN 1992-1-1:2004, Eurocode 2: Design of concrete structures – Part 1-1: General rules and rules for buildings. Belgium, Brussels: European Committee for Standardization.
[45] Paulay, T. and Priestley, M.J.N. (1992). Seismic design of reinforced concrete and masonry buildings. John Wiley & Sons Inc., 1-744.
[46] Barney, G. (2003). Vertical transportation in tall buildings. Elevator World, 51, 66-75.
[47] Stafford Smith, B. and Coull, A. (1991). Tall building structures: analysis and design. New Jersey: Wiley, 1-552.
[48] Krawinkkler, H. and Nassar, A.A. (1992). Seismic design based on ductility and cumulative damage demands and capacities. Nonlinear seismic analysis and design of reinforced concrete buildings (Edited by Fajfar, P. and Krawinkler, H.). London: Elsevier Applied Science, 95-104.
[49] Gholampoor, S., Vaseghi Amiri, J., Naseri, A. and Rezayi, S. (2018). Effect of eliminating the column on progressive collapse on seismic performance in dual steel structures. Journal of Structural and Construction Engineering, 5, 5-27.
[50] El-Ariss,
B., Elkholy,
S. and Shehada,
A. (2022). Benchmark numerical model for progressive collapse analysis of RC beam-column sub-assemblages.
Buildings, 12, 122-126.
[52] Ito, T., Ohi, K. and Li, Z. (2005). A sensitivity analysis related to redundancy on framed structures subjected to vertical loads. Journal of structural and construction engineering: transactions of AIJ, 70, 145-151.
[53] Arjomandi, K., Estekanchi, H. and Vafai, A. (2009). Correlation between structural performance levels and damage indexes in steel frames subjected to earthquakes. Scientia Iranica, 16, 147-155.
[54] Li, Y., Lu, X., Guan, H. and Ren, P. (2016). Numerical investigation of progressive collapse resistance of reinforced concrete frames subject to column removals from different stories. Advances in Structural Engineering, 19, 314-326.
[55] Sasani, M., Bazan, M. and Sagiroglu, S. (2007). Experimental and analytical progressive collapse evaluation of actual reinforced concrete structure. ACI Structural Journal, 104, 731-739.
[57] Li, Y., Lu, X., Guan, H. and Ye, L. (2011). An improved tie force method for progressive collapse resistance design of reinforced concrete frame structures. Engineering Structures, 33, 2931-2942.
[58] Brunesi, E. and Nascimbene, R. (2014). Extreme response of reinforced concrete buildings through fiber force-based finite element analysis. Engineering Structures, 69, 206-215.
[59] Fascetti, A., Kunnath, S.K. and Nisticò, N. (2015). Robustness evaluation of RC frame buildings to progressive collapse. Engineering Structures, 86, 242-249.
[60] Brunesi, E. and Parisi, F. (2017). Progressive collapse fragility models of European reinforced concrete framed buildings based on pushdown analysis. Engineering Structures, 152, 579-596.
[61] Parisi, F., Scalvenzi, M. and Brunesi, E. (2019). Performance limit states for progressive collapse analysis of reinforced concrete framed buildings.
Structural Concrete, 20, 68-84.