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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, Journalof Composites for Construction, Debonding in RC Beams Shear Strengthened with Complete FRP Wraps, Journalof Composites for Construction, 9(5), 417-428. 10.1061/(ASCE)1090-0268(2005)9:5(417)1090-0268, 9(5), 417-428.DOI
3 
Chaallal, O., Nollet, M. J., Perraton, D. (1998), Shear Strengthening of RC Beams by Externally Bonded Side CFRP Strips, Journal of Composites for Construction, Shear Strengthening of RC Beams by Externally Bonded Side CFRP Strips, Journal of Composites for Construction, 2(2), 111-113. 10.1061/(ASCE)1090-0268(1998)2:2(111)1090-0268, 2(2), 111-113.DOI
4 
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
5 
Jirsa, J. O., Ghannoum, W. M., Kim, C., Sun, W., Shekarchi, W. A., Alotaibi, N. K., Pudleiner, D. K., Zhu, J., Liu, S., Wang, H. (2017), Use of Carbon Fiber Reinforced Polymer (CFRP) with CFRP Anchors for Shear-Strengthening and Design Recommendations/Quality Control Procedures for CFRP Anchors, Report No. FHWA/TX-16/0-6783-1, Center for Transportation Research, The University of Texas at Austin, Texas, 1-278.Google Search
6 
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
7 
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
8 
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
9 
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
10 
Monti, G., Liotta, M. (2007), Tests and design equations for FRPstrengthening in shear, Construction and Building Materials, Tests and design equations for FRPstrengthening in shear, Construction and Building Materials, 21, 799-809. 10.1016/j.conbuildmat.2006.06.0230950-0618, 21, 799-809.DOI
11 
Norris, T., Saadatmanesh, H., Ehsani, M. R. (1997), Shear and Flexural Strengthening of R/C Beams with Carbon Fiber Sheets, Journal of Structural Engineering, Shear and Flexural Strengthening of R/C Beams with Carbon Fiber Sheets, Journal of Structural Engineering, 123(7), 903-911. 10.1061/(ASCE)0733-9445(1997)123:7(903)0733-9445, 123(7), 903-911.DOI
12 
Tanarslan, H. M., Altin, S. (2010), Behavior of RC T-section beams strengthened with CFRP strips, subjected to cyclic load, Materials and Structures, Behavior of RC T-section beams strengthened with CFRP strips, subjected to cyclic load, Materials and Structures, 43, 529-542. 10.1617/s11527-009-9509-81359-5997, 43, 529-542.DOI