\شماره٪٪۱
Tomecek, D.V. and Milke, J.A. ``A study of the effect of
partial loss of protection on the fire resistance of steel columns'',
{\it Fire Technology}, {\bf 29}(1), pp. 3-21 (1993).
\شماره٪٪۲
Ryder, N.L., Wolin, S.D. and Milke, J.A.
``An investigation
of the reduction in fire resistance of steel columns caused by
loss of spray-applied fire protection'',
{\it Journal of Fire Protection
31-44 (2002). Engineering}, {\bf 12}(1), pp.
\شماره٪٪۳
Mazzolani, F. ``Post-earthquake Della Corte, G., Landolfo, R. and
fire resistance of moment resisting steel frames'', {\it Fire Safety
Journal}, {\bf 38}(7), pp. 593-612 (2003).
\شماره٪٪۴
Gholhaki, M. and Nouri, Y. ``Stability and lateral resistance
of steel plate shear wall in fire condition'', {\it Third Conference
of Steel Structure}, Tehran (In Persian) (2012).
\شماره٪٪۵
Behnam, B. and Ronagh, H.R. ``Behavior of moment-resisting
tall steel structures exposed to a vertically traveling post-earthquake
fire'', {\it The Structural Design of Tall and Special Buildings}, {\bf
23}(14),
pp. 1083-1096 (2014).
\شماره٪٪۶
Prestandard, F. ``commentary for the seismic rehabilitation
of buildings (FEMA356)'', Washington, DC: Federal Emergency Management
Agency, 7 (2000).
\شماره٪٪۷
Memari, M., Mahmoud, H. and Ellingwood, B. ``Post-earthquake
fire performance of moment resisting frames with reduced beam
section connections'', {\it Journal of Constructional Steel Research},
{\bf 103}, pp. 215-229 (2014).
\شماره٪٪۸
ABAQUS User's Manual, ``Version 6.5, hibbitt, karlsson and
sorensen'', Inc., Pawtucket, RI (2004).
\شماره٪٪۹
Gholhaki, M., Pachideh, G. ``Investigating of damage indexes
results due to presence of shear wall in building with various
stories and spans'', {\it Int J Rev Life Sci}, {\bf 5}(1), pp. 992-997 (2015).
\شماره٪٪۱۰
Khorasani, N.E., Garlock, M.E. and Quiel, S.E. ``Modeling
steel structures in OpenSees: Enhancements for fire and multi-hazard
probabilistic analyses'', {\it Computers} \& {\it Structures},
{\bf 157}, pp. 218-231
(2015).
\شماره٪٪۱۱
Mazzoni, S., McKenna, F., Scott, M.H. and et al.
OpenSees Command Language Manual Pacific Earthquake Engineering
Research (PEER) Center, 264 (2006).
\شماره٪٪۱۲
Mason, J. "User's manual for Franssen, J.-M., Kodur, V. and
SAFIR-2001: a computer program for analysis of structures submitted
to the fire'', University of Liege, Belgium (2000).
\شماره٪٪۱۳
Behnam, B. ``Structural response of vertically irregular
tall moment-resisting steel frames under pre-and post-earthquake
fire'', {\it The Structural Design of Tall and Special Buildings}, {\bf
25}(12),
pp. 543-557 (2016).
\شماره٪٪۱۴
Saedi Daryan, A., Soleimani, S. and Ketabdari, H. ``A modal
nonlinear static analysis method for assessment of structures
under blast loading'', {\it Journal of Vibration and Control}, {\bf 24}(16),
pp. 3631-3640 (2018).
\شماره٪٪۱۵
Behnam, B. ``Failure sensitivity analysis of tall moment-resisting
structures under natural fires'', {\it International Journal of Civil
Engineering}, {\bf 16}(12), pp. 1771-1780 (2018).
\شماره٪٪۱۶
Pachideh, G., Gholhaki, M. and Saedi Daryan, A. ``Analyzing
the damage index of steel plate shear walls using pushover analysis'',
{\it Structures}, pp. 437-451 (2019).
\شماره٪٪۱۷
Moradi, M., Tavakoli, H. and Abdollahzadeh, G. ``Probabilistic
assessment of failure time in steel frame subjected to fire load
under progressive collapses scenario'', {\it Engineering Failure Analysis},
{\bf 102}, pp. 136-147 (2019).
\شماره٪٪۱۸
Venture, S.J. Proceedings of the Invitational Workshop
on Steel Seismic Issues. Report No. SAC 94-01 ,Los Angeles,CA. (1994).
\شماره٪٪۱۹
B.S.S.C. UBC, ``Edition NEHRP recommended provisions for
seismic regulations for new buildings'', Federal Emergency Management
Agency (1994).
\شماره٪٪۲۰
Krawinkler, Hstate of art report on systems performance
of moment resisting steel frames subject to earthquake ground
shaking. FEMA 355c (2000).
\شماره٪٪۲۱
Lignos, D.G. Krawinkler, H. ``Deterioration modeling of
steel components in support of collapse prediction of steel
moment frames under earthquake loading'', {\it Journal of Structural
Engineering}, {\bf 137}(11), pp. 1291-1302 (2010).
\شماره٪٪۲۲
Ancheta, T., Darragh., R., Stewart J. and et al.
KO-TTKE A, Boore D PEER NGA-West2 Database,
PEER Report 2013/03, Pacific Earthquake Engineering Research
Center, University of California, Berkeley (2013).
\شماره٪٪۲۳
I. ISO. ``834: Fire resistance tests-elements of building
construction'', International Organization for Standardization,
Geneva, Switzerland (1999).
\شماره٪٪۲۴
ASTM. ``Standard test methods for determining effects of
large hydrocarbon pool fires on structural members and assemblies'',
ASTM E1529-06 (2006).
\شماره٪٪۲۵
ASCE. ``Minimum design loads for buildings and other structures'',
SEI/ASCE 7-05. American Society of Civil Engineers, Reston, Virginia
(2006).
\شماره٪٪۲۶
Tanaka, T. ``Performance-based fire safety design of a high-rise
office building'', {\it Presented at Proceedings of Pacific Rim Conference
and Second International Conference on Performance-Based Codes
and Fire Safety Design Meth} (1998).
\شماره٪٪۲۷
Moradi, M., Tavakoli, H. and Abdollahzadeh, G. ``Sensitivity
analysis of the failure time of reinforcement concrete frame
under postearthquake fire loading'', {\it Structural Concrete}, {\bf 21}(2),
pp. 625-641 (2020).
\شماره٪٪۲۸
Ghojel, J.I. and Wong, M. ``Three-sided heating of I-beams
in composite construction exposed to fire'', {\it Journal of Constructional
Steel Research}, {\bf 61}(6), pp. 834-844 (2005).
\شماره٪٪۲۹
Quiel, S.E. and Garlock, M.E. ``Closed-form prediction of
the thermal and structural response of a perimeter column in
a fire'', {\it The Open Construction and Building Technology Journal},
{\bf 4}(1), pp. (2010).
\شماره٪٪۳۰
)
