[1] Shakib, H., Zakersalehi, M., Jahangiri, V., & Zamanian, R. (2020). “Evaluation of Plasco Building fire-induced progressive collapse”, In Structures, Elsevier, 28, 205–224.
[2] Kiakojouri, F., De Biagi, V., Chiaia, B., & Sheidaii, M. R. (2020). “Progressive collapse of framed building structures: Current knowledge and future prospects”, Engineering Structures, 206, 110061.
[3] Ahmed Galal, M., Bandyopadhyay, M., & Krishna Banik, A. (2020). “Progressive Collapse Analysis of Three-Dimensional Steel–Concrete Composite Building due to Extreme Blast Load”, Journal of Performance of Constructed Facilities, 34(3), 4020021.
[4] Scalvenzi, M., & Parisi, F. (2021). “Progressive collapse capacity of a gravity-load designed RC building partially collapsed during structural retrofitting”, Engineering Failure Analysis, 121, 105164.
[5] ASCE/SEI 7. (2010). Minimum design loads for buildings and other structures: second Printing, American Society of Civil Engineers.
[6] Kiakojouri, F., Sheidaii, M. R., De Biagi, V., & Chiaia, B. (2021). “Progressive collapse of structures: A discussion on annotated nomenclature”, In Structures, Elsevier, 29, 1417–1423.
[7] GSA US. (2013). Alternate path analysis & design guidelines for progressive collapse resistance. General Services Administration.
[8] Gross, J. L., & McGuire, W. (1983). “Progressive collapse resistant design”, Journal of Structural engineering, 109(1), 1–15.
[9] Alrudaini, T. M. S., & Hadi, M. N. S. (2010). “A new design to prevent progressive collapse of reinforced concrete buildings”, In The 5th Civil Engineering Conference in the Asian Region and Australasian Structural Engineering Conference.
[10] Lee, C.-H., Kim, S., Han, K.-H., & Lee, K. (2009). “Simplified nonlinear progressive collapse analysis of welded steel moment frames”, Journal of Constructional Steel Research, 65(5), 1130–1137.
[11] Yu, H., Izzuddin, B. A., & Zha, X.-X. (2010). “Progressive collapse of steel-framed buildings: influence of modelling approach”, Advanced Steel Construction, 6(4), 932–948.
[12] Sadek, F., Main, J. A., Lew, H. S., Robert, S. D., & Chiarito, V. (2009). “Testing and analysis of steel beam-column assemblies under column removal scenarios”, In Structures Congress 2009: Don’t Mess with Structural Engineers: Expanding Our Role, 1–10.
[13] Fu, F. (2009). “Progressive collapse analysis of high-rise building with 3-D finite element modeling method”, Journal of Constructional Steel Research, 65(6), 1269–1278.
[14] Kim, J., & An, D. (2009). “Evaluation of progressive collapse potential of steel moment frames considering catenary action”, The structural design of tall and special buildings, 18(4), 455–465.
[15] Purasinghe, R., Nguyen, C., & Gebhart, K. (2008). “Progressive collapse analysis of a steel building with pre-northridge moment connections”, In Structures Congress 2008: Crossing Borders, 1–10.
[16] Ferraioli, M., Avossa, A. M., & Mandara, A. (2014). “Assessment of progressive collapse capacity of earthquake-resistant steel moment frames using pushdown analysis”, Open Construction and Building Technology Journal, 8(1), 324–336.
[17] Yousefi, A. M., Hosseini, M., & Fanaie, N. (2014). “Vulnerability assessment of progressive collapse of steel moment resistant frames”, Trends in Applied Sciences Research, 9(8), 450.
[18] Gerasimidis, S., & Sideri, J. (2016). “A new partial-distributed damage method for progressive collapse analysis of steel frames”, Journal of Constructional Steel Research, 119, 233–245.
[19] Homaioon Ebrahimi, A., Martinez-Vazquez, P., & Baniotopoulos, C. C. (2017). “Numerical studies on the effect of plan irregularities in the progressive collapse of steel structures”, Structure and Infrastructure Engineering, 13(12), 1576–1583.
[20] Ghobadi, M. S., & Yavari, H. (2020). “Progressive collapse vulnerability assessment of irregular voided buildings located in Seismic-Prone areas”, In Structures, Elsevier, 25, 785–797.
[21] Yavari, H., Ghobadi, M. S., & Yakhchalian, M. (2019). “Progressive collapse potential of different types of irregular buildings located in diverse seismic sites”, Heliyon, 5(1), 01137.
[22] ASCE 7. (2017). Minimum design loads and associated criteria for buildings and other structures. American Society of Civil Engineers.
[23] McKenna, F., Fenves, G. L., & Scott, M. H. (2000). “Open system for earthquake engineering simulation”, University of California, Berkeley, CA. Retrieved from http://opensees.berkeley.edu
[24] Chopra, A. K. (2011). Dynamics of structures: Theory and applications to earthquake engineering. Prentice Hall. Prentice Hall.
ارسال نظر در مورد این مقاله