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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)
1 
Bousselham, A., Chaallal, O. (2008), Mechanisms of Shear Resistance of Concrete Beams Strengthened in Shear with Externally Bonded FRP, Journal of Composites for Construction, Mechanisms of Shear Resistance of Concrete Beams Strengthened in Shear with Externally Bonded FRP, Journal of Composites for Construction, 12(5), 499-512. 10.1061/(ASCE)1090-0268(2008)12:5(499)1090-0268, 12(5), 499-512.DOI
2 
Cao, S. Y., Chen, J. F., Teng, J. G., Chen, J. (2005), Debonding in RC Beams Shear Strengthened with Complete FRP Wraps, Journal of Composites for Construction, Debonding in RC Beams Shear Strengthened with Complete FRP Wraps, Journal of Composites for Construction, 9(5), 417-428. 10.1061/(ASCE)1090-0268(2005)9:5(417)1090-0268, 9(5), 417-428.DOI
3 
Deniaud, C., Cheng, J. J. R. (2003), Reinforced Concrete T-Beams Strengthened in Shear with Fiber Reinforced Polymer Sheets, Journal of Composites for Construction, Reinforced Concrete T-Beams Strengthened in Shear with Fiber Reinforced Polymer Sheets, Journal of Composites for Construction, 7(4), 302-310. 10.1061/(ASCE)1090-0268(2003)7:4(302)1090-0268, 7(4), 302-310.DOI
4 
Islam, M. R., Mansur, M. A., Maalej, M. (2005), Shear strengthening of RC deep beams using externally bonded FRP systems, Cement and Concrete Composites, Shear strengthening of RC deep beams using externally bonded FRP systems, Cement and Concrete Composites, 27, 413-420. 10.1016/j.cemconcomp.2004.04.0020958-9465, 27, 413-420.DOI
5 
Khalifa, A., Nanni, A. (2000), Improving shear capacity of existing RC T-section beams using CFRP composites, Cement and Concrete Composites, Improving shear capacity of existing RC T-section beams using CFRP composites, Cement and Concrete Composites, 22, 165-174. 10.1016/S0958-9465(99)00051-70958-9465, 22, 165-174.DOI
6 
Kim, C., Ghannoum, W. M., Jirsa, J. O. (2016), Behavior of Reinforced Concrete Panels Strengthened with Carbon Fiber Reinforced Polymers (CFRP), ACI Structural Journal, Behavior of Reinforced Concrete Panels Strengthened with Carbon Fiber Reinforced Polymers (CFRP), ACI Structural Journal, 113(5), 1077-1084. 10.14359/516890310889-3241, 113(5), 1077-1084.DOI
7 
Kim, C., Jirsa, J. O., Ghannoum, W. M. (2017), Performance of Concrete Panels Reinforced with Carbon Fiber-Reinforced Polymer Materials, Journal of Composites for Construction, ASCE., 21(3), 04016100-1 – 8.Google Search
8 
Kim, Y., Quinn, K., Ghannoum, W. M., Jirsa, J. O. (2014), Strengthening of Reinforced Concrete T-Beams Using Anchored CFRP Materials, ACI Structural Journal, Strengthening of Reinforced Concrete T-Beams Using Anchored CFRP Materials, ACI Structural Journal, 111(5), 1027-1036. 10.14359/516868050889-3241, 111(5), 1027-1036.DOI
9 
Leung, C. K. Y., Chen, Z., Lee, S., Ng, M., Xu, M., Tang, J. (2007), Effect of Size on the Failure of Geometrically Similar Concrete Beams Strengthened in Shear with FRP Strips, Journal of Composites for Construction, Effect of Size on the Failure of Geometrically Similar Concrete Beams Strengthened in Shear with FRP Strips, Journal of Composites for Construction, 11(5), 487-496. 10.1061/(ASCE)1090-0268(2007)11:5(487)1090-0268, 11(5), 487-496.DOI
10 
Mofidi, A., Chaallal, O. (2011), Shear Strengthening of RC Beams with Externally Bonded FRP Composites: Effect of Strip-Widthto- Strip-Spacing Ratio, Journal of Composites for Construction, Shear Strengthening of RC Beams with Externally Bonded FRP Composites: Effect of Strip-Widthto- Strip-Spacing Ratio, Journal of Composites for Construction, 15(5), 732-742. 10.1061/(ASCE)CC.1943-5614.00002191090-0268, 15(5), 732-742.DOI
11 
Mofidi, A., Chaallal, O. (2014), Effect of Steel Stirrups on Shear Resistance Gain Due to Externally Bonded Fiber-Reinforced Polymer Strips and Sheets, ACI Structural Journal, Effect of Steel Stirrups on Shear Resistance Gain Due to Externally Bonded Fiber-Reinforced Polymer Strips and Sheets, ACI Structural Journal, 111(2), 353-362.0889-3241, 111(2), 353-362.Google Search
12 
Pellegrino, C., Modena, C. (2006), Fiber-Reinforced Polymer Shear Strength of Reinforced Concrete Beams: Experimental Study and Analytical Modeling, ACI Structural Journal, Fiber-Reinforced Polymer Shear Strength of Reinforced Concrete Beams: Experimental Study and Analytical Modeling, ACI Structural Journal, 103(5), 720-728.0889-3241, 103(5), 720-728.Google Search
13 
Zhang, Z., Hsu, C. T. (2005), Shear Strengthening of Reinforced Concrete Beams Using Carbon-Fiber-Reinforced Polymer Laminates, Journal of Composites for Construction, Shear Strengthening of Reinforced Concrete Beams Using Carbon-Fiber-Reinforced Polymer Laminates, Journal of Composites for Construction, 9(2), 158-169. 10.1061/(ASCE)1090-0268(2005)9:2(158)1090-0268, 9(2), 158-169.DOI