\شماره٪٪۱
Starossek, U. ``Typology of progressive collapse'', {\it Eng. Struct.},
{\bf 29}(9),
pp. 2302-2307 (2007).
\شماره٪٪۲
GSA, ``Progressive collapse analysis and design guidelines
for new federal office buildings and major modernization projects'', {\it U.S.
General Services Administration, Washington}, DC (2016).
\شماره٪٪۳
ASCE/SEI 7-16, ``Minimum design loads and buildings and other
structures'', (2016).
\شماره٪٪۴
Ellingwood, B.R., Smilowitz, R., Dusenberry, D.O. and et al.
``Best practices for reducing
the potential for progressive collapse in
buildings'', {\it NIST Interagency/Internal
Report (NISTIR), National Institute of Standards and Technology,
Gaithersburg} (2007).
\شماره٪٪۵
UFC. ``United facilities criteria design of buildings to resist progressive
collapse (UFC 4-023-03). Washington (DC):''
,{\it Department
of Defence} (2009).
\شماره٪٪۶
Kim, J. and Kim, T. ``Assessment of progressive collapse-resisting
capacity of steel moment frames'', {\it J. Constr. Steel Res.}, {\bf 65}(1),
pp. 169-179 (2009).
\شماره٪٪۷
Kim, J. and An, D. ``Evaluation of progressive collapse potential
of steel moment frames considering catenary action'', {\it Struct.
Des. tall Spec. Build.}, {\bf 18}(4), pp. 455-465 (2009).
\شماره٪٪۸
Li, T., Shang, Z., Ji, Y. and et al. ``Research on catenary
action of frame structure in progressive collapse with fiber
model'', {\it 3$^{ed}$ International Conference on Mechatronics, Robotics,
and Automation} (2015).
\شماره٪٪۹
Rezvani, F.H., Yousefi, A.M. and Ronagh, H.R. ``Effect of
span length on progressive collapse behaviour of steel moment
resisting frames'', {\it Structures}, {\bf 3}, pp. 81-89 (2015).
\شماره٪٪۱۰
Pirmoz, A. and Liu, M.M. ``Finite element modeling and capacity
analysis of post-tensioned steel frames against progressive collapse'',
{\it Eng.
Struct.}, {\bf 126}, pp. 446-456 (2016).
\شماره٪٪۱۱
Gerasimidis, S. and Sideri, J. ``A new partial-distributed
damage method for progressive collapse analysis of steel frames'', {\it J.
Constr. Steel Res.}, {\bf 119}, pp. 233-245 (2016).
\شماره٪٪۱۲
Chen, C.H., Zhu, Y.F., Yao, Y. and et al. ``An
evaluation method to predict progressive collapse resistance
of steel frame structures'', {\it J. Constr. Steel Res.}, {\bf
122}, pp. 238-250
(2016).
\شماره٪٪۱۳
Brunesi, E. and Parisi, F. ``Progressive collapse fragility
models of European reinforced concrete framed buildings based
on pushdown analysis'', {\it Eng. Struct.}, {\bf 152}, pp. 579-596 (2017).
\شماره٪٪۱۴
Li, Y., Lu, X., Guan, H. and et al. ``Probability-based
progressive collapse-resistant assessment for reinforced concrete frame
structures'',
{\it Adv. Struct. Eng.}, {\bf 19}(11), pp. 172-1735 (2016).
\شماره٪٪۱۵
Feng, D.-C, Xie, S.-C., Xu, J. and et al.
``Robustness ,
quantification of reinforced concrete structures subjected to
progressive collapse via the probability density evolution method'', {\it Eng.
Struct.}, {\bf 202}, 109877 (2020).
\شماره٪٪۱۶
Yu, J., Gan, Y. and Ji, J. ``Behavior and design of reinforced
concrete frames retrofitted with steel bracing against progressive
collapse'', {\it Struct. Des. Tall Spec. Build.}, {\bf 29}(12), e1771 (2020).
\شماره٪٪۱۷
Javidan, M.M., Kang, H. Isobe, D. and et al. ``Computationally
efficient framework for probabilistic collapse analysis of structures
under extreme actions'', {\it Eng. Struct.}, {\bf 172}, pp. 440-452 (2018).
\شماره٪٪۱۸
Ding, Y., Song, X. and Zhu, H.-T. ``Probabilistic progressive
collapse analysis of steel frame structures against blast loads'', {\it Eng.
Struct.}, {\bf 147}, pp. 679-691 (2017).
\شماره٪٪۱۹
Nouri, G.R., Rastegar, A. and Yoosefpooravandari, A. ``Progressive
collapse resistance of steel framed buildings with different
connections'', {\it Sharif J. Civ. Eng.}, {\bf 35.2}(4.1), pp. 93-100 (2020).
\شماره٪٪۲۰
Fu, Q.N., Tan, K.H., Zhou, X.H. and et al. ``Three-dimensional
composite floor systems under column-removal scenarios'', {\it J. Struct.
Eng.}, {\bf 144}(10), 4018196 (2018).
\شماره٪٪۲۱
Fu, Q. and Tan, K.-H. ``Numerical study on steel-concrete
composite floor systems under corner column removal scenario'',
{\it Structures}, {\bf 21},
pp. 33-44 (2019).
\شماره٪٪۲۲
Fu, Q.N. and Tan, K.H. ``Parametric effects on composite
floor systems under column removal scenario'', {\it Eng. Struct.}, {\bf 187},
pp. 161-176 (2019).
\شماره٪٪۲۳
Broujerdian, V., Mohammadi Dehcheshmeh, E. and Ghodrati Amiri,
G. ``Effect of composite slab on the progressive collapse control
of steel moment frame structures'', {\it J. Civ. Environ. Eng.} (2020).
\شماره٪٪۲۴
Mourid, E.H., Mamouri, S. and Ibrahimbegovic, A. ``Progressive
collapse of 2D reinforced concrete structures under sudden column
removal'', {\it Front. Struct. Civ. Eng.}, pp. 1-16 (2020).
\شماره٪٪۲۵
Elsanadedy, H., Alrubaidi, M., Abbas, H. and et al.
``Progressive collapse risk of 2D and 3D steel-frame
assemblies having shear connections'', {\it J. Constr. Steel Res.}, {\bf 179},
106533 (2021).
\شماره٪٪۲۶
Starossek, U. ``Progressive collapse of structures'', {\it Thomas
Telford London}, {\bf 153} (2018).
\شماره٪٪۲۷
Khandelwal, K. and El-Tawil, S. ``Collapse behavior of steel
special moment resisting frame connections'', {\it J. Struct. Eng.},
{\bf 133}(5),
pp. 646-655 (2007).
\شماره٪٪۲۸
AISC, ``Specification for structural steel buildings,''
{\it American Institute of
Steel Construction ANSI/AISC 360-16}, Chicago, Illinois (2016).
\شماره٪٪۲۹
INBC: Part 6$^{th}$, ``Iranian national building code, part 6$^{th}$
, design loads for buildings'', {\it Ministry of Housing and Urban
Development} (2013).
\شماره٪٪۳۰
IBC Standard, ``Iranian Building Codes and Standards, Iranian
Code of Practice For Seismic Resistant Design of Buildings, Standard
No. 2800'', {\it 4$^{th}$ Edition} (2013).
\شماره٪٪۳۱
Tsitos, A., Mosqueda, G., Filiatrault, A. and et al.
``Experimental investigation of progressive collapse of steel
frames under multi-hazard extreme loading'', {\it The 14$^{th}$ World
Conference on Earthquake Engineering} (2008).
\شماره٪٪۳۲
Baker, J.W. ``Efficient analytical fragility function fitting
using dynamic structural analysis'', {\it Earthq. Spectra}, {\bf 31}(1), pp.
579-599 (2015).
\شماره٪٪۳۳
American Society of Civil Engineers, ``ASCE standard ASCE/SEI
41-17'', {\it Reston, Virginia} (2017).