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Tetta, Z.C. and Bournas, D.A. ``TRM vs FRP jacketing in shear
strengthening of concrete members subjected to high temperatures'',
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\شماره٪٪۲
Raoof, S.M. and Bournas, D.A. ``Bond between TRM versus FRP
composites and concrete at high temperatures'', {\it Composites Part
B: Engineering}, {\bf 127}, pp. 150-165 (2017).
\شماره٪٪۳
Raoof, S.M. and Bournas, D.A. ``TRM versus FRP in flexural
strengthening of RC beams: Behavior at high temperatures'', {\it Construction
and Building Materials}, {\bf 154}, pp. 424-437 (2017).
\شماره٪٪۴
Donnini, J. and Corinaldesi, V. ``Mechanical characterization
of different FRCM systems for structural reinforcement'', {\it Construction
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\شماره٪٪۵
Mazzotti, C., Ferracuti, B. and Bellini, A. ``Experimental
bond tests on masonry panels strengthened by FRP'', {\it Composites
Part B: Engineering}, {\bf 80}, pp. 223-237 (2015).
\شماره٪٪۶
Shabdin, M., Zargaran, M. and Attari, N.K.A. ``Experimental
diagonal tension (shear) test of Un-reinforced masonry (URM)
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and Building Materials}, {\bf 164}, pp. 704-715 (2018).
\شماره٪٪۷
Shabdin, M., Zargaran, M. and Attari, N.K.A. ``New formulation
for predicting diagonal tension capacity of masonry brick walls
strengthened with textile reinforced mortar (TRM)'', {\it Materials
and Struction}, {\bf 54}(2), pp. 1-18 (2021).
\شماره٪٪۸
Zargaran, M., Attari, N.K.A., Alizadeh, S. and et al.
``Minimum reinforcement ratio in TRC panels for deflection hardening
flexural performance'', {\it Construction and Building Materials}, {\bf 137},
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Trapko, T. ``Effect of eccentric compression loading on the
strains of FRCM confined concrete columns'', {\it Construction and
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\شماره٪٪۱۰
Ombres, L. and Verre, S. ``Structural behavior of fabric
reinforced cementitious matrix (FRCM) strengthened concrete columns
under eccentric loading'', {\it Composites Part B: Engineering}, {\bf 75},
pp. 235-249 (2015).
\شماره٪٪۱۱
Colajanni, P., De Domenico, F., Recupero, A. and et al.
``Concrete columns confined with fiber reinforced cementitious
mortars: Experimentation and modelling'', {\it Construction and Building
Materials}, {\bf 52}, pp. 375-384 (2014).
\شماره٪٪۱۲
Colajanni, P., Fossetti, M. and Macaluso, G. ``Effects of
confinement level, cross-section shape and corner radius on the
cyclic behavior of CFRCM confined concrete columns'', {\it Construction
and Building Materials}, {\bf 55}, pp. 379-389 (2014).
\شماره٪٪۱۳
Faleschini, F., Angelo, M., Hofer, L. and et al.
``Experimental behavior of reinforced concrete columns confined
with carbon-FRCM composites'', {\it Construction and Building Materials},
{\bf 243}, pp. 118296 (2020).
\شماره٪٪۱۴
Faleschini, F., Angelo, M., Hofer, L. and et al.
``Confinement of reinforced concrete
columns with glass fiber reinforced cementitious matrix jackets'',
{\it Eng. Struct}, {\bf 218}, pp. 110847 (2020).
\شماره٪٪۱۵
Li, Y., Yin, S., Dai, J. and et al. ``Numerical investigation
on the influences of different factors on the seismic performance
of TRC - strengthened RC columns'', {\it J. Build. Eng}, {\bf 30}, pp. 101245
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\شماره٪٪۱۶
ABAQUS version 6.14-3 [computer software], (n.d.).
\شماره٪٪۱۷
Azadvar, N., Zargaran, M., Rahimzadeh Rofooei, F. and et al.
``Experimental comparison of cyclic behavior of RC column
strengthened with TRC and FRP'', {\it Bulletin of Earthquake Engineering},
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\شماره٪٪۱۸
ACI 374.1, ``Acceptance criteria for moment frames based
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\شماره٪٪۱۹
ASTM C39/ C39M-20, ``Standard test method for compressive
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\شماره٪٪۲۰
ASTM C109/C109M-20b, ``Standard test method for compressive
strength of hydraulic cement mortars (Using 2-in. or [50 mm]
Cube Specimens)'', ASTM International, West Conshoho
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