. Kim, J., & Park, J., (2008). Design of steel moment frames considering progressive collapse. Steel and Composite Structures, 8(1), 85-98.
. El-Tawil, S., & Li, H.H., (2013). Progressive collapse research: Current state and future needs. In Advanced Materials Research (Vol. 639, pp. 3-12). Trans Tech Publications.
. Kim, J., Park, J.H., & Lee, T.H., (2011). Sensitivity analysis of steel buildings subjected to column loss. Engineering Structures, 33(2), 421-432.
. Gurley, C., (2008). Progressive collapse and earthquake resistance. Practice Periodical on Structural Design and Construction, 13(1), 19-23.
. Unified Facilities Criteria (UFC). 2005. Design of Buildings to Resist Progressive Collapse, (UFC4-023-03). Department of Defense
. US General Services Administration (US GSA). 2003. Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects. GSA.
. 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.
. Fu, F., (2009). Progressive collapse analysis of high-rise building with 3d finite element modeling method. Constructional Steel Research, 65(6), 1269-1278.
. Fu, F., (2010). 3D nonlinear dynamic progressive collapse analysis of multi-storey steel composite frame buildings (parametric study). Engineering Structures, 32(12), 3974-3980.
. Khandelwal, K., El-Tawil, S., & Sadek, F., (2009). Progressive collapse analysis of seismically designed steel braced frames. Constructional Steel Research, 65(3), 699-708.
. Liu, M., (2011). Progressive collapse design of seismic steel frames using structural optimization. Constructional Steel Research, 67(3), 322-332.
. Kim, J., & Kong, J., (2013). Progressive collapse behavior of rotor-type diagrid buildings. The Structural Design of Tall and Special Buildings, 22(16), 1199-1214.
. Kim, S.W., Lee, C.H., & Lee, K.K., (2014). Effects of composite floor slab on progressive collapse resistance of steel moment frames. Journal of the Architectural Institute of Korea Structure and Construction, 30(2), 3-10.
. PourAsil, M.B., Mohammadi, Y., & Gholizad, A., (2017). A proposed procedure for progressive collapse analysis of common steel building structures to blast loading. KSCE Journal of Civil Engineering, 21(6), 2186-2194.
. Avanaki, M.J., & Estekanchi, H.E., (2012). Collapse analysis by endurance time method. International Journal of Optimization in Civil Engineering, 2(2), 287-299.
. Gioncu, V., & Mazzolani, F.M., (2006). Influence of earthquake types on the design of seismic resistant steel structures I, challenges for new design approaches. STESSA Conference, Yokohama, Japan.
. Mehrain, M., & Naeim, F., (2003). Exact three dimensional linear and nonlinear seismic analysis of structures with two-dimensional models. Earthquake Spectra, 19(4), 897-912.
. Haj Najafi, L., & Tehranizadeh, M., (2013). Evaluation of seismic behavior for moment frames and eccentrically braced frames due to near-field ground motions, Asian Journal of Civil Engineering (BHRC), 14(6), 809-830.
. Hayden, C.P., Bray, J.D., & Abrahamson, N.A., (2014). Selection of near-fault pulse motions. Geotechnical and Geoenvironmental Engineering, 140(7), DOI: 10.1061/(ASCE)GT.1943-5606.0001129.
. Gioncu, V., Mosoarca, M., & Anastasiadis, A., (2014). Local ductility of steel elements under near-field earthquake loading. Journal of Constructional Steel Research, 101, 33-52.
. Iervolino, I., Manfredi, G., & Cosenza, E. (2006). Ground motion duration effects on nonlinear seismic response. Earthquake Engineering and Structural Dynamics, 35(1), 21-38.
. Stafford Smith, B., & Coull, A. (1991). Tall building structures: analysis and design.
. Iranian Standard No. 2800. (2014). Iranian code of practice for seismic resistant design of buildings, fourth edition, Road, Housing and Urban Development Research Center, Tehran, Iran.
. Iranian National Building Code. (2014). Steel Structures - Issue 10, Tehran, Iran: Bureau of National Building Regulations.
. Iranian National Building Code. (2014). Design Loads for Buildings - Issue 6, Tehran, Iran: Bureau of National Building Regulations.
. Alghasi, E. (2019). "Evaluation of dynamic instability of middle structures of steel modular moment frames under Impact loads caused by an earthquake with progressive collapse approach", MSc. Thesis, Kharazmi University, Faculty of Engineering, Tehran, Iran.
. FEMA 356, Federal Emergency Management Agency, 1998.
. FEMA 440, Improvement of Nonlinear Static Analysis Procedures, Applied Technology Council (ATC-55 Project), 2005.
. PEER Ground Motion Database, http://peer.berkeley.edu.
. SAP2000, Integrated Structural Analysis and Design Software. Berkeley, CA, 2000.
. CSI (2013). PERFORM-3D. Version 5.0.1. Computers and Structures, Inc. Berkeley, CA.
. Fu, F., (2012). Response of a multi-storey steel composite building with concentric bracing under consecutive column removal scenarios. Constructional Steel Research, 70, 115-126.
. Wang, Z., Carpenter, N.S., Zhang, L., Woolery, E.W., (2017). “Assessing potential ground motion hazards from induced earthquakes”, Natural Hazards Review (ASCE), 18(4), DOI: 10.1061/(ASCE)NH.1527-6996.0000264.
. Bradley, B.A., Pettinga D., Baker J.W., Fraser J., (2017). “Guidance on the utilization of earthquake-induced ground motion simulations in engineering practice”, Earthquake Spectra (EERI)
, 33(3), DOI: https://doi.org/10.1193/120216EQS219EP
. Stephen, D., Lam, D., Forth, J., Ye, J., Tsavdaridis, K.D., (2019). “An evaluation of modelling approaches and column removal time on progressive collapse of building”, Constructional Steel Research (Elsevier)
, 153, 243-253, DOI: https://doi.org/10.1016/j.jcsr.2018.07.019
. Vaseghi Amiri, J., Davoodi, M.R., Sahafi, A., (2008) “Simulation of near-fault ground motions with equivalent pulses and compare their effects on MRF structures”, 14th World Conference on Earthquake Engineering, Beijing, China.
.Guan, X., Burton, H., Sabol, T. (2020). Python-based computational platform to automate seismic design, nonlinear structural model construction and analysis of steel moment resisting frames. Engineering Structures
, 224. https://doi.org/10.1016/j.engstruct.2020.111199
. Kalkan, E., & Kunnath, S.K., (2006). “Effects of fling step and forward directivity on seismic response of buildings”, Earthquake Spectra, 22(2), 367-390.