[1] J. P. Moehle, W. Ghannoum and Y. Bozorgnia, Collapse of lightly
confined reinforced concrete frames during earthquakes, in: S. T.
Wasti and G. Ozcebe (Eds.), Advances in Earthquake Engineering for
Urban Risk Reduction, Nato Science Series: IV: Earth and Environmental
Sciences, Springer Netherlands, (2006), 317-332.
[2] A. C. Lynn, J. P. Moehle, S. A. Mahin and W. T. Holmes, Seismic
evaluation of existing reinforced concrete building column, Earthquake
Spectra 12(4) (1996), 715-739.
[3] S. Eshghi and V. Zanjanizadeh, Repair of earthquake-damaged square
R/C columns with glass fiber-reinforced polymer, International Journal
of Civil Engineering 5(3) (2007), 210-223.
[4] S. Eshghi and V. Zanjanizadeh, Cyclic Behavior of Slender R/C
Columns with Insufficient Lap Splice Length, 14th World Conference on
Earthquake Engineering, Beijing, China, 2008.
[5] M. Inel, H. B. Ozmen and E. Akyol, Observations on the building
damages after 19 May 2011 Simav (Turkey) earthquake, Bulletin of
Earthquake Engineering 11(1) (2013), 255-283.
[6] H. Kaplan, H. Bilgin, S. Yilmaz, H. Binici and A. Oztas,
Structural damages of L’Aquila (Italy) earthquake, Nat Hazards
Earth Syst. Sci. 10 (2010), 499-507.
[7] R. Valluvan, M. Kreger and J. Jirsa, Strengthening of column
splices for seismic retrofit of nonductile reinforced concrete frames,
ACI Structural Journal 90(4) (1993), 432-440.
[8] R. S. Aboutaha, M. D. Engelhardt, J. O. Jirsa and M. E. Kreger,
Retrofit of concrete columns with inadequate lap splices by the use of
rectangular steel jackets, Earthquake Spectra 12(4) (1996),
693-714.
[9] M. Melek and J. W. Wallace, Cyclic behavior of columns with short
lap splices, ACI Structural Journal 101(6) (2004), 802-811.
[10] Y. H. Chai, M. J. N. Priestley and F. Seible, Seismic retrofit of
circular bridge columns for enhanced flexural performance, ACI
Structural Journal 88(5) (1991), 572-584.
[11] Y. Xiao and R. Ma, Seismic retrofit of RC circular columns using
prefabricated composite jacketing, Journal of Composite for
Construction 123(10) (1997), 1357-1364.
[12] F. Seible, M. J. N. Priestley, G. A. Hegermier and D. Innamorato,
Seismic retrofit of RC columns with of RC columns with continuous
carbon fiber jackets, Journal of Composite for Construction 1(2)
(1997), 52-62.
[13] K. Chang et al., Seismic Retrofit Study of RC Bridge Columns,
National Center for Research on Earthquake Engineering, Taiwan,
2002.
[14] S. Eshghi and V. Zanjanizadeh, Retrofit of slender square
concrete columns by glass fiber-reinforced polymer for seismic
resistance, Iranian Journal of Science and Technology 32(B5) (2008),
437-450.
[15] M. H. Harajli, Behavior of gravity load-designed rectangular
concrete columns confined with fiber reinforced polymer sheets,
Journal of Composites for Construction 9(1) (2005), 4-14.
[16] M. ElGawady, M. Endeshaw, D. McLean and R. Sack, Retrofitting of
rectangular columns with deficient lap splices, Journal of Composites
for Construction 14(1) (2009), 22-35.
[17] S. R. Chowdhury and Kutay Orakcal, Analytical modeling of columns
with inadequate lap splices, ACI Structural Journal 110(5) (2013),
735-744.
[18] S. Eshghi and V. Zanjanizadeh, Finite element modeling of
retrofitted reinforced concrete columns with glass fiber reinforced
polymer, SHARIF: Civil Engineering 40 (2008), 21-28.
[19] Z. Tao and Q. Yu, Behaviour of CFRP-strengthened slender square
RC columns, Magazine of Concrete Research 60(7) (2008), 523-533.
[20] K. GajdoÅ¡ová and J. BilèÃk, Slender reinforced
concrete columns strengthened with fiber reinforced polymers, Slovak
Journal of Civil Engineering 19(2) (2011), 2-6.
[21] C. Claeson and K. Gylltoft, Slender high-strength concrete
columns subjected to eccentric loading, Journal of Structural
Engineering 124(3) (1998), 233-240.
[22] L. Pallarés, J. L. Bonet, P. F. Miguel and M. A. Fernández
Prada, Experimental research on high strength concrete slender columns
subjected to compression and biaxial bending forces, Engineering
Structures 30(7) (2008), 1879-1894.
[23] G. Penelis and A. J. Kappos, Earthquake-Resistance Concrete
Structures, E & FN Spon Published, 1997.
[24] Y. J. Park, A. H. Ang and Y. K. Wen, Damage-limiting aseismic
design of buildings, Earthquake Spectra 3(1) (1987), 1-26.
[25] M. Berry and M. O. Eberhard, Performance Models for Flexural
Damage in Reinforced Concrete Columns, Pacific Earthquake Engineering
Research Center, College of Engineering, University of California,
2004.
[26] A. Esmaeily-Gh and Y. Xiao, Seismic Behavior of Bridge Columns
Subjected to Various Loading Patterns, Pacific Earthquake Engineering
Research Center, College of Engineering, University of California,
2002.
[27] M. J. N. Priestley and R. Park, Strength and ductility of
concrete bridge columns under seismic loading, ACI Structural Journal
84(1) (1987), 61-76.