Open Access
Issue
MATEC Web Conf.
Volume 103, 2017
International Symposium on Civil and Environmental Engineering 2016 (ISCEE 2016)
Article Number 02007
Number of page(s) 7
Section Structure, Solid Mechanics and Computational Engineering
DOI https://doi.org/10.1051/matecconf/201710302007
Published online 05 April 2017
  1. A.G.Tsonos, Effectiveness of CFRP-jackets and RC-jackets in post-earthquake and pre-earthquake retrofitting of beam–column subassemblages, Engineering Structures, 30(3), 777–793, (2008) [CrossRef] [Google Scholar]
  2. Y.F.Wu, Y.Yun, Y.Wei, and Y.Zhou, Effect of predamage on the stress-strain relationship of confined concrete under monotonic loading, J. of Structural Engineering, 140(12), 04014093, (2014) [Google Scholar]
  3. Y.W.Zhou, X.M.Liu, L.L.Sui, F.Xing, and H.J.Zhou, Stress–strain model for fibre reinforced polymer confined load-induced damaged concrete, Materials Research Innovations, 19(sup6), S6–125, (2015) [Google Scholar]
  4. M.Panjehpour, N.Farzadnia, R.Demirboga, and A.A.A.Ali Behavior of highstrength concrete cylinders repaired with CFRP sheets, J. of Civil Engineering and Management, 22(1), 56–64, (2016) [CrossRef] [Google Scholar]
  5. A.Peled, Confinement of damaged and nondamaged structural concrete with FRP and TRC sleeves, J. of Composites for Construction, 11(5), 514–522, (2007) [Google Scholar]
  6. A.Ilki, O.Peker, E.Karamuk, C.Demir, and N.Kumbasar, FRP retrofit of low and medium strength circular and rectangular reinforced concrete columns, J. of Materials in Civil Engineering, 20(2), 169–188, (2008) [Google Scholar]
  7. D.S.Gu, G.Wu, Z.S.Wu, and Y.F.Wu, Confinement effectiveness of FRP in retrofitting circular concrete columns under simulated seismic load, J. of Composites for Construction, 14(5), 531–540, (2010) [CrossRef] [Google Scholar]
  8. R.D.Iacobucci, S.A.Sheikh, and O.Bayrak, Retrofit of square concrete columns with carbon fiber-reinforced polymer for seismic resistance, ACI Structural J., 100(6), 785–794,(2003) [Google Scholar]
  9. C.K.Ma, A.Z.Awang, and W.Omar, New theoretical model for SSTT-confined HSC columns, Magazine of Concrete Research, 66(13), 674–684, (2014) [CrossRef] [Google Scholar]
  10. C.K.Ma, A.Z.Awang, R.Garcia, W.Omar, K.Pilakoutas, and M.Azimi, Nominal curvature design of circular HSC columns confined with post-tensioned steel straps, Structures, 7, 25–32,(2016) [CrossRef] [Google Scholar]
  11. C.K.Ma, A.Z.Awang, W.Omar, M.Liang, S-W.Jaw, and M.Azimi, Flexural capacity enhancement of rectangular high-strength concrete columns confined with post-tensioned steel straps: experimental investigation and analytical modelling, Structural Concrete, 17(4), 668–676, (2016). [Google Scholar]
  12. C.K.Ma, A.Z.Awang, R.Garcia, W.Omar, and K.Pilakoutas, Behaviour of over‐reinforced high‐strength concrete beams confined with post‐tensioned steel straps–an experimental investigation, Structural Concrete, 17(5), 768–777, (2016) [CrossRef] [Google Scholar]
  13. C.K.Ma, A.Z.Awang and W.Omar, Slenderness effect and upper-bound slenderness limit of SSTT-confined HSC column, Int. J. of Structural Engineering, 5(3), 279–286, (2014) [CrossRef] [Google Scholar]
  14. C.K.Ma, A.Z.Awang, and W.Omar, Flexural ductility design of confined highstrength concrete columns: Theoretical modelling, Measurement, 78, 42–48, (2016) [Google Scholar]
  15. D.E.Lehman, S.E.Gookin, A.M.Nacamuli and J.P.Moehle, Repair of earthquakedamaged bridge columns, ACI Structural J., 98(3), 233–238, (2001) [Google Scholar]
  16. D.R.Stoppenhagen, J.O.Jirsa, and L.A.Wyllie, Seismic repair and strengthening of a severely damaged concrete frame, ACI Structural J., 92(2), 177–187.9.(1995) [Google Scholar]

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