\شماره٪٪۱
Shimazaki, K. and Sozen, M.A. ``Seismic drift of reinforced
concrete structures'', Hazama-gumi (1984).
\شماره٪٪۲
Lepage, A. ``A method for drift-control in earthquake-resistant
design of RC building structures'', University of Illinois at
Urbana-Champaign (1997).
\شماره٪٪۳
Gupta, A. and Krawinkler, H. ``Behavior of ductile SMRFs at
various seismic hazard levels'', {\it
Journal of Structural Engineering}, {\bf 126}(1),
pp. 98-107 (2000).
\شماره٪٪۴
Karavasilis, T.L., Bazeos, N. and Beskos, D. ``Estimation of
seismic inelastic deformation demands in plane steel MRF with
vertical mass irregularities'', {\it Engineering Structures}, {\bf 30}(11),
pp. 3265-3275 (2008).
\شماره٪٪۵
Karavasilis, T.L., Makris, N., Bazeos, N. and et al.
``Dimensional response analysis of multistory regular steel MRF
subjected to pulselike earthquake ground motions'', {\it Journal of
Structural Engineering}, {\bf 136}(8), pp. 921-932 (2010).
\شماره٪٪۶
Medina, R.A. and Krawinkler, H. ``Seismic demands for nondeteriorating
frame structures and their dependence on ground motions'', Pacific
Earthquake Engineering Research Center (2004).
\شماره٪٪۷
Medina, R.A. and Krawinkler, H. ``Evaluation of drift demands
for the seismic performance assessment of frames'', {\it Journal of
Structural Engineering}, {\bf 131}(7), pp. 1003-1013 (2005).
\شماره٪٪۸
Castiglioni, C.A. and Zambrano, A. ``Determination of the behaviour
factor of steel moment-resisting (MR) frames by a damage accumulation
approach'', {\it Journal of Constructional Steel Research}, {\bf 66}(5), pp.
723-735 (2010).
\شماره٪٪۹
Council, A.T. ``Improvement of nonlinear static seismic analysis
procedures'', FEMA Region II (2005).
\شماره٪٪۱۰
Santa-Ana, P.R. and Miranda, E. ``Strength reduction factors
for multi-degree-of-freedom systems'', {\it In Proceedings of the 12$^{th}$
world conference on Earthquake Engineering}, {\bf 1446}, Auckland, New
Zealand (2000).
\شماره٪٪۱۱
Krawinkler, H. and Rahnama, M. ``Effects of soft soils on
design spectra'',
{\it In 10$^{th}$ World Conference on Earthquake Engineering}, {\bf 10},
pp. 5841-5846 (1992).
\شماره٪٪۱۲
Hall, J.F., Heaton, T.H., Halling, M.W. and et al. ``Near-source
ground motion and its effects on flexible buildings'', {\it Earthquake
Spectra}, {\bf 11}(4), pp. 569-605 (1995).
\شماره٪٪۱۳
Krawinkler, H., Anderson, J., Bertero, V. and et al.
``Steel buildings'', {\it Earthquake Spectra}, {\bf 12}(S1), pp.
25-47 (1996).
\شماره٪٪۱۴
Makris, N. and Black, C.J. ``Dimensional analysis of bilinear
oscillators under pulse-type excitations'', {\it Journal of Engineering
Mechanics}, {\bf 130}(9), pp. 1019-1031 (2004).
\شماره٪٪۱۵
Gerami, M. and Abdollahzadeh, D. ``Local and global effects
of forward directivity'', {\it Gradevinar},
{\bf 65}(11), pp. 971-985 (2013).
\شماره٪٪۱۶
Mashayekhi, A., Gerami, M. and Siahpolo, N. ``Assessment
of higher modes effects on steel moment resisting structures
under near-fault earthquakes with forward directivity effect
along strike-parallel and strike-normal components'', {\it International
Journal of Steel Structures}, {\bf 19}(5), pp. 1543-1559 (2019).
\شماره٪٪۱۷
Hakim, S. and Abdul Razak, H. ``Adaptive neuro fuzzy inference
system (ANFIS) and artificial neural networks (ANNs) for structural
damage identification'', {\it Struct. Eng. Mech}, {\bf 45}(6), pp. 779-802
(2013).
\شماره٪٪۱۸
Basarir, H., Elchalakani, M. and Karrech, A. ``The prediction
of ultimate pure bending moment of concrete-filled steel tubes
by adaptive neuro-fuzzy inference system (ANFIS)'', {\it Neural Computing
and Applications}, {\bf 31}(2), pp. 1239-1252 (2019).
\شماره٪٪۱۹
Straccia, U., {\it Foundations of Fuzzy Logic and Semantic Web
Languages}, Chapman \& Hall (2014).
\شماره٪٪۲۰
Nikravesh, M., {\it Evolution of Fuzzy Logic: From Intelligent
Systems and Computation to Human Mind}, in Forging New Frontiers:
Fuzzy Pioneers I: Springer, pp. 37-53 (2007).
\شماره٪٪۲۱
Jang, J.-S. ``ANFIS: adaptive-network-based fuzzy inference
system'', {\it IEEE Transactions on Systems, Man, and Cybernetics}, {\bf
23}(3),
pp. 665-685 (1993).
\شماره٪٪۲۲
Iranian Code of Practice for Seismic Resistance Design of
Buildings: Standard No. 2800. 3$^{rd}$ Edition, Building and Housing
Research Center (In Persian).
\شماره٪٪۲۳
Rice, P.F., Hoffman, E.S., Gustafson, D.P. and et al.,
{\it Structural Design Guide to AISC Specifications for
Buildings}, AISC-360-05,
0442269048 (2005).
\شماره٪٪۲۴
Iranian National Building Code: Design and construction
of steel structures-division 10., H. a. U. D. R. C. Road, Tehran,
Iran (2014).
\شماره٪٪۲۵
Karavasilis, T.L., Bazeos, N. and Beskos, D.E. ``Estimation
of seismic drift and ductility demands in planar regular X-braced
steel frames'', {\it Earthquake Engineering} \&
{\it Structural Dynamics}, {\bf 36}(15),
pp. 2273-2289 (2007).
\شماره٪٪۲۶
Fakhraddini, A., Hamed, S. and Fadaee, M.J. ``Peak displacement
patterns for the performance-based seismic design of steel eccentrically
braced frames'', {\it Earthquake Engineering and Engineering Vibration},
{\bf 18}(2),
pp. 379-393 (2019).
\شماره٪٪۲۷
Bosco, M., Marino, E.M. and Rossi, P.P. ``Modelling of steel
link beams of short, intermediate or long length'', {\it Engineering
Structures}, {\bf 84}, pp. 406-418 (2015).
\شماره٪٪۲۸
McKenna, F. ``OpenSees: a framework for earthquake engineering
simulation'', {\it Computing in Science} \& {\it Engineering},
{\bf 13}(4), pp. 58-66
(2011).
\شماره٪٪۲۹
Pekelnicky, R., Engineers, S.D., Chris Poland, S. and et al.
``ASCE 41-13: seismic evaluation and retrofit rehabilitation
of existing buildings'', {\it Proceedings of the SEAOC} (2012).
\شماره٪٪۳۰
Tzimas, A., Karavasilis, T., Bazeos, N. and et al. ``Extension
of the hybrid force/displacement (HFD) seismic design method
to 3D steel moment-resisting frame buildings'',
{\it Engineering Structures}, {\bf 147},
pp. 486-504 (2017).
\شماره٪٪۳۱
De Luca, F., Iervolino, I. and Cosenza, E. ``Un-scaled, scaled,
adjusted and artificial spectral matching accelerograms: displacement-and
energy-based assessment'', {\it Proceedings of XIII ANIDIS, L'ingegneria
Sismica in Italia}, Bologna, Italy (2009).
\شماره٪٪۳۲
Hancock, J., {\it The Influence of Duration and the Selection
and Scaling of Accelerograms in Engineering Design and Assessment}, Imperial
College London (University of London) (2006).
\شماره٪٪۳۳
Baker, J.W. ``Quantitative classification of near-fault ground
motions using wavelet analysis'', {\it Bulletin of the Seismological
Society of America}, {\bf 97}(5), pp. 1486-1501 (2007).
\شماره٪٪۳۴
Bosco, M. and Rossi, P. ``Seismic behaviour of eccentrically
braced frames'', {\it Engineering Structures}, {\bf
31}(3), pp. 664-674 (2009).
\شماره٪٪۳۵
Ku\c{s}y{\i}lmaz, A. and Topkaya, C. ``Design overstrength of
steel eccentrically braced frames'', {\it International Journal of
Steel Structures}, {\bf 13}(3), pp. 529-545 (2013).
\شماره٪٪۳۶
Rossi, P. and Lombardo, A. ``Influence of the link overstrength
factor on the seismic behaviour of eccentrically braced frames'', {\it Journal
of Constructional Steel Research}, {\bf 63}(11), pp. 1529-1545 (2007).
\شماره٪٪۳۷
Committee, A. ``Specification for structural steel buildings
(ANSI/AISC 360-10)'', American Institute of Steel Construction,
Chicago
)