\شماره٪٪۱
Park, R. and Paulay, T., {\it Reinforced Concrete Structures},
John Wiley \& Sons, Inc (1975).
\شماره٪٪۲
Paulay, T. and Priestley, M.J.N., {\it Seismic Design of Reinforced
Concrete and Masonry Buildings}, John Wiley \& Sons, Inc. (1992).
\شماره٪٪۳
Paulay, T. ``Ductility of reinforced concrete shear walls for
seismic areas'', {\it Spec. Publ}, {\bf 53}, pp. 127-148 (1977).
\شماره٪٪۴
Paulay, T. and Binney, J.R. ``Diagonally reinforced coupling
beams of shear walls'', {\it Spec. Publ}, {\bf 42}, pp. 579-598 (1974).
\شماره٪٪۵
Harries, K.A. ``Ductility and deformability of coupling beams
in reinforced concrete coupled walls'', {\it Earthq. Spectra}, {\bf 17}(3),
pp. 457-478 (2001).
\شماره٪٪۶
Harries, K.A., Fortney, P., Shahrooz, B. M. and et al.
``Design of practical diagonally reinforced concrete coupling
beams'', {\it A Crit. Rev., ACI}, {\bf 318}, pp. 876-882 (2005).
\شماره٪٪۷
Bre\~{n}a, S.F.
and Ihtiyar, O. ``Performance of conventionally
reinforced coupling beams subjected to cyclic loading'', {\it J. Struct.
Eng}, {\bf 137}(6), pp. 665-676 (2010).
\شماره٪٪۸
Han, S.W., Lee, C.S., Shin, M. and et al. ``Cyclic performance
of precast coupling beams with bundled diagonal reinforcement'',
{\it Eng. Struct}., {\bf 93}, pp. 142-151 (2015).
\شماره٪٪۹
El-Tawil, Sh., Kuenzli, C.M. and Hassan, M. ``Pushover of hybrid
coupled walls. I: design and modeling'', {\it J. Struct. Eng}., {\bf 128}(10),
pp. 1272-1281 (2002).
\شماره٪٪۱۰
El-Tawil, Sh., Fortney, P., Harries, K. and et al.
``Recommendations for seismic design
of hybrid coupled wall systems'', American Society of Civil Engineers,
(2007).
\شماره٪٪۱۱
El-Tawil, Sh., Harries, K.A., Fortney, P.J. and et al.
``Seismic design of hybrid coupled wall systems:
state of the art'', {\it J. Struct. Eng}, {\bf 136}(7), pp. 755-769 (2010).
\شماره٪٪۱۲
Park, W.-S. and Yun, H.-D. ``Seismic behaviour of steel coupling
beams linking reinforced concrete shear walls'', {\it Eng. Struct},
{\bf 27}(7), pp. 1024-1039 (2005).
\شماره٪٪۱۳
Park, W.-S. and Yun, H.-D. ``Seismic behaviour and design
of steel coupling beams in a hybrid coupled shear wall systems'',
{\it Nucl. Eng. Des}, {\bf 236}(23), pp. 2474-2484 (2006).
\شماره٪٪۱۴
Farsi, A., Keshavarzi, F., Pouladi, P. and et al.
``Experimental study of a replaceable steel coupling beam with
an end-plate connection'', {\it J. Constr. Steel Res}, {\bf 122}, pp. 138-150
(2016).
\شماره٪٪۱۵
Chairunnisa, N., Satyarno, I. and Aminullah, A. ``Various
existing methods of coupling beams and a new alternative hybrid
method'', {\it Procedia Eng}, {\bf 95}, pp. 139-149 (2014).
\شماره٪٪۱۶
Cheng, M.Y., Fikri, R. and Chen, C.C. ``Experimental study
of reinforced concrete and hybrid coupled shear wall systems'',
{\it Eng. Struct}, {\bf 82}, pp. 214-225 (2015).
\شماره٪٪۱۷
Gong, B. and Shahrooz, B.M. ``Concrete-steel composite coupling
beams. I: component testing'', {\it J. Struct. Eng}, {\bf 127}(6), pp. 625-631
(2001).
\شماره٪٪۱۸
Gong, B. and Shahrooz, B.M. ``Concrete-steel composite coupling
beams. II: subassembly testing and design verification'', {\it J. Struct.
Eng}, {\bf 127}(6), pp. 632-638 (2001).
\شماره٪٪۱۹
Su, R.K.L. and Zhu, Y. ``Experimental and numerical studies
of external steel plate strengthened reinforced concrete coupling
beams'', {\it Eng. Struct}. {\bf 27}(10), pp. 1537-1550 (2005).
\شماره٪٪۲۰
Nie, J.-G., Hu, H.-S. and Eatherton, M.R. ``Concrete filled
steel plate composite coupling beams: experimental study'', {\it J.
Constr. Steel Res}, {\bf 94}, pp. 49-63 (2014).
\شماره٪٪۲۱
Fortney, P.J., Shahrooz, B.M. and Rassati, G.A. ``Large-scale
testing of a replaceable ``fuse'' steel coupling beam'', {\it J. Struct.
Eng}, {\bf 133}(12), pp. 1801-1807 (2007).
\شماره٪٪۲۲
Montgomery, M. and Christopoulos, C. ``Experimental validation
of viscoelastic coupling dampers for enhanced dynamic performance
of high-rise buildings'', {\it J. Struct. Eng}, {\bf
141}(5), 04014145 (2014).
\شماره٪٪۲۳
Shin, M., Gwon, S.-W., Lee, K. and et al. ``Effectiveness
of high performance fiber-reinforced cement composites in slender
coupling beams'', {\it Constr. Build. Mater}, {\bf 68}, pp. 476-490 (2014).
\شماره٪٪۲۴
Cai, G., Zhao, J., Deg\'{e}e, H.
and et al. ``Shear capacity
of steel fibre reinforced concrete coupling beams using conventional
reinforcements'', {\it Eng. Struct}, {\bf 128}, pp. 428-440 (2016).
\شماره٪٪۲۵
Hung, C.-C. and El-Tawil, S. ``Seismic behavior of a coupled
wall system with HPFRC materials in critical regions'', {\it J. Struct.
Eng}, {\bf 137}(12), pp. 1499-1507 (2011).
\شماره٪٪۲۶
Canbolat, B.A., Parra-Montesinos, G.J. and Wight, J.K. ``Experimental
study on seismic behavior of high-performance fiber-reinforced
cement composite coupling beams'', {\it ACI Struct. J}, {\bf 102}(1), pp.
159 (2005).
\شماره٪٪۲۷
Ruiz-garc\~{a}, J.
and Miranda, E. ``Residual displacement ratios
for assessment of existing structures'', {\it Earthq. Eng. Struct.
Dyn}, {\bf 35}(3), pp. 315-336 (2006).
\شماره٪٪۲۸
Ramirez, C.M. and Miranda, E. ``Significance of residual
drifts in building earthquake loss estimation'', {\it Earthq. Eng.
Struct. Dyn}, {\bf 41}(11), pp. 1477-1493 (2012).
\شماره٪٪۲۹
Morgen, B.G. and Kurama, Y.C. ``A Friction damper for post-tensioned
precast concrete moment frames'', {\it PCI J}, {\bf 49}, pp. 112-133 (2004).
\شماره٪٪۳۰
Ricles, J. M., Sause, R., Peng, S.W. and et al. ``Experimental
evaluation of earthquake resistant posttensioned steel connections'',
{\it J. Struct. Eng}, {\bf 128}(7), pp. 850-859 (2002).
\شماره٪٪۳۱
Restrepo, J.I. and Rahman, A. ``Seismic performance of self-centering
structural walls incorporating energy dissipators'', {\it J. Struct.
Eng}, {\bf 133}(11), pp. 1560-1570 (2007).
\شماره٪٪۳۲
Smith, B.J., Kurama, Y.C. and McGinnis, M.J. ``Behavior of
precast concrete shear walls for seismic regions: comparison
of hybrid and emulative specimens'', {\it J. Struct. Eng}, {\bf 139}(11),
pp. 1917-1927 (2013).
\شماره٪٪۳۳
Kurama, Y.C., Weldon, B.D. and Shen, Q. ``Experimental evaluation
of posttensioned hybrid coupled wall subassemblages'', {\it J. Struct.
Eng}, {\bf 132}(7), pp. 1017-1029 (2006).
\شماره٪٪۳۴
Weldon, B.D. and Kurama, Y.C. ``Experimental evaluation of
posttensioned precast concrete coupling beams'', {\it J. Struct. Eng},
{\bf 136}(9), pp. 1066-1077 (2010).
\شماره٪٪۳۵
Grigorian, C.E., Yang, T.-S. and Popov, E.P. ``Slotted bolted
connection energy dissipators'', {\it Earthq. Spectra}, {\bf
9}(3), pp. 491-504
(1993).
\شماره٪٪۳۶
Loo, W.Y., Quenneville, P. and Chouw, N. ``A new type of
symmetric slip-friction connector'', {\it J. Constr. Steel Res}., {\bf 94},
pp. 11-22 (2014).
\شماره٪٪۳۷
Loo, W.Y., Quenneville, P. and Chouw, N. ``The influence
of surface preparation and the lubricating effect of mill scale
on the performance of slip-friction connectors'', {\it Constr. Build.
Mater}, {\bf 155}, pp. 1025-1038 (2017).
\شماره٪٪۳۸
Popov, E.P., Grigorian, C.E. and Yang, T.-S. ``Developments
in seismic structural analysis and design'', {\it Eng. Struct}, {\bf 17}(3),
pp. 187-197 (1995).
\شماره٪٪۳۹
Khoo, H.H., Clifton, C., Butterworth, J. and et al.
``Influence of steel shim hardness on the sliding
hinge joint performance'', {\it J. Constr. Steel Res}, {\bf 72}, pp. 119-129
(2012).
\شماره٪٪۴۰
Golondrino, J.C., MacRae, G.A. and Clifton, C.G. ``Behaviour
of asymmetrical friction connections using different shim materials'',
{\it in Proceedings of the New Zealand Society for Earthquake Engineering
Conference} (2012).
\شماره٪٪۴۱
Pall, A.S. and Marsh, C. ``Response of friction damped braced
frames'', {\it J. Struct. Eng}, {\bf 108}, pp. 1313-1323 (1982).
\شماره٪٪۴۲
Latour, M., Piluso, V. and Rizzano, G. ``Free from damage
beam-to-column joints: testing and design of DST connections
with friction pads'', {\it Eng. Struct}, {\bf 85}, pp. 219-233 (2015).
\شماره٪٪۴۳
Grigorian, C.E. and Popov, E.P., {\it Energy Dissipation With
Slotted Bolted Connections, Earthquake Engineering Research
Center}, University of California, p. 234 (1994).
\شماره٪٪۴۴
Morgen, B.G. and Kurama, Y.C. ``Seismic design of friction-damped
precast concrete frame structures'', {\it J. Struct. Eng}, {\bf 133}(11),
pp. 1501-1511 (2007).
\شماره٪٪۴۵
ASCE Standard ``Minimum design loads and associated
criteria for buildings and other structures'', Standard ASCE/SEI
7-16, American Society of Civil Engineers (ASCE) (2017).
\شماره٪٪۴۶
ASCE Standard. ``Seismic evaluation and retrofit of existing
buildings (ASCE/SEI 41-17)'', American Society of Civil Engineers
(ASCE) (2017).
\شماره٪٪۴۷
ASTM Standard-C39/C39M. ``Standard test method for compressive
strength of cylindrical concrete specimens'', American Society
for Testing and Materials (2014).
\شماره٪٪۴۸
ASTM Standard-A370. ``Standard test methods and definitions
for mechanical testing of steel products'', ASTM International
(2010).
\شماره٪٪۴۹
Subcommittee, A. ASTM A416/A416M-18 ``Standard specification
for low-relaxation, seven-Wire steel strand for prestressed concrete'',
ASTM A416/A416M-16, West Conshohocken, PA: ASTM International.
\شماره٪٪۵۰
ACI Committee 374. ``Guide for testing reinforced concrete
structural elements under slowly applied simulated seismic loads
(ACI 374.2R-13)'', American Concrete Institute (ACI) (2013).
\شماره٪٪۵۱
ITG, A.C.I. ``Acceptance criteria for special unbonded post-tensioned
precast structural walls based on validation testing'', ACI ITG-5.1-07,
American Concrete Institute: Farmington Hills, MI (2007).
)