GSA (General Services Administration). (2013). Alternate path analysis and design guidelines for progressive collapse
resistance. Washington, DC, General Services Administration (GSA).
 DoD (Department of Defense). (2013). Design of buildings to resist progressive collapse., Washington, DC (2013). UFC
 Alashker Y, Li H, El-Tawil S. (2011). Approximations in progressive collapse modeling. Journal of Structural
Engineering, 137(9), 914-24.
 Bao Y, Kunnath SK, El-Tawil S, Lew HS. (2008). Macromodel-based simulation of progressive collapse: RC frame
structures. Journal of Structural Engineering, 134(7), 1079-91.
 Bao Y, Main JA, Noh SY. (2017). Evaluation of Structural Robustness against Column Loss: Methodology and
Application to RC Frame Buildings. Journal of Structural Engineering, 143(8):04017066.
 Marjanishvili S, Agnew E. (2006). Comparison of various procedures for progressive collapse analysis. Journal of
Performance of Constructed Facilities. 20(4), 365-74.
 Pachenari A, Keramati A, Pachenari Z. (2013). Investigation of progressive collapse in intermediate RC frame
structures. The Structural Design of Tall and Special Buildings, 22(2), 116-25.
 Qian K, Li B, Zhang Z. (2016). Influence of multicolumn removal on the behavior of RC floors. Journal of Structural
Engineering. 142(5), 04016006.
 Hashemi Rezvani F, Behnam B, Ronagh HR, Alam MS. (2017). Failure progression resistance of a generic steel
moment-resisting frame under beam-removal scenarios. International Journal of Structural Integrity, 8(3), 308-325.
 Sasani M. (2008). Response of a reinforced concrete infilled-frame structure to removal of two adjacent columns.
Engineering Structures, 30(9), 2478-91.
 Song BI, Sezen H. (2013) Experimental and analytical progressive collapse assessment of a steel frame building.
Engineering Structures, 56, 664-72.
 Lalkovski N, Starossek U. (2016). Vertical building collapse triggered by loss of all columns in the ground story− Last
line of defense. International Journal of Steel Structures, 16(2), 395-410.
 Li Y, Lu X, Guan H, 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(2), 314-26.
 Arshian AH, Morgenthal G. (2017). Three-dimensional progressive collapse analysis of reinforced concrete frame
structures subjected to sequential column removal. Engineering Structures, 132, 87-97.
 Ashrafi, H., Hassanzadeh, S. (2017). 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,
 Talaat,M., Mosalam, Kh. (2009). Modeling progressive collapse in reinforced concrete buildings using direct element
removal. Earthquake Engineering and Structural Dynamics, 38, 609-634.
 Khandelwal K., El-Tawil S. (2011). Pushdown resistance as a measure of robustness in progressive collapse analysis.
Engineering Structures, 33(9), 2653-61.
 Scott, MH., and Fenves, G. (2010). Krylov Subspace Accelerated Newton Algorithm: Application to Dynamic
Progressive Collapse Simulation of Frames. Journal of Structural Engineering, 136(5), 473-480.
 Wu.S.R, Gu.L. (2012). Introduction to the explicit finite element method for nonlinear transient dynamics, Hoboken,
Published: John Wiley & Sons, 335 pages.
 Building and Housing Research Center of the Islamic Republic of Iran (BHRC), (2015). Iranian code of practice for
seismic resistant design of buildings (standard No.2800). 4th edition, Tehran, BHRC.
 MRUD (Ministry of Roads and Urban Development of the Islamic Republic of Iran). (2013). Iranian national building
code, Part 9: Design and construction of reinforced concrete buildings. Tehran, MRUD.
 Livingston E., Sasani M., Bazan M., Sagiroglu S. (2015). Progressive collapse resistance of RC beams. Engineering
Structures, 95, 61-70.
 Scott, BD., Park, R. and Priestley MJN. (1982). Stress–strain behavior of concrete confined by overlapping hoops at
low and high strain rates. ACI Struct. J., 79(1), 13–27.
 Ghahremannejad M., Park Y. (2016). Impact on the number of floors of a reinforced concrete building subjected to
sudden column removal. Engineering Structures, 111, 11-23.
 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), 455-65.
 Taucer, F.T., Spacone, E. and Filippou, F.C. (1991). A Fiber Beam–Column Element for Seismic Response Analysis of
Reinforced Concrete Structures, Report UCB/EERC-91/17, University of California, Berkeley.
 Kim HS, Kim J, An DW. (2009). Development of integrated system for progressive collapse analysis of building
structures considering dynamic effects. Advances in Engineering Software, 40(1), 1-8.
 Rahai A, Asghshahr MS, Banazedeh M, Kazem H. (2013). Progressive collapse assessment of RC structures under
instantaneous and gradual removal of columns. Advances in Structural Engineering, 16(10), 1671-82.
 Brunesi E, Nascimbene R. (2014). Extreme response of reinforced concrete buildings through fiber force-based finite
element analysis. Engineering Structures, 69, 206-15.
 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.
 Li M, Sasani M. (2015). Integrity and progressive collapse resistance of RC structures with ordinary and special
moment frames. Engineering Structures, 95, 71-9.
 Kordbagh B., Mohammadi M. (2017). Influence of seismicity level and height of the building on progressive collapse
resistance of steel frames. The Structural Design of Tall and Special Buildings. [online] 26(2), e1305. Available at:
 Zhang Q, Li Y. (2017). The Performance of Resistance Progressive Collapse Analysis for High-Rise Frame-Shear
Structure Based on OpenSees. Shock and Vibration, Available at: https://doi.org/10.1155/2017/3518232
 Weng J, Tan KH, Lee CK. (2017). Modeling progressive collapse of 2D reinforced concrete frames subject to column
removal scenario. Engineering Structures, 141, 126-43.
 Havaei G. (2017). Assessment of sliding‐rubber isolator effect in progressive collapse of bridges under two scenarios.
The Structural Design of Tall and Special Buildings. Available at: http://onlinelibrary.wiley.com/doi/10.1002/tal.1418/full
 Vamvatsikos D, Cornell CA. (2002). Incremental dynamic analysis. Earthquake Engineering & Structural Dynamics,
 Brunesi E, Nascimbene R, Parisi F, Augenti N. (2015). Progressive collapse fragility of reinforced concrete framed
structures through incremental dynamic analysis. Engineering Structures, 104, 65-79.
 Arshian AH, Morgenthal G, Narayanan S. (2016). Influence of modelling strategies on uncertainty propagation in the
alternate path mechanism of reinforced concrete framed structures. Engineering Structures, 110, 36-47.