[ACI 440.2R-08, 2008. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures, American Concrete Institute, Farmington Hills.]Search in Google Scholar
[Antoniades K, Salonikios T, Kappos A., 2005. Tests on seismically damaged reinforced concrete walls repaired and strengthened using fiber-reinforced polymers. J Compos Constr 9:236–46.10.1061/(ASCE)1090-0268(2005)9:3(236)]Search in Google Scholar
[Dan D., 2012. Experimental tests on seismically damaged composite steel concrete walls retrofitted with CFRP composites. Eng Struct, 45:338–48.10.1016/j.engstruct.2012.06.037]Search in Google Scholar
[El Maaddawy T, Sherif S, El Maaddawy T, Sherif S., 2009. FRP composites for shear strengthening of reinforced concrete deep beams with openings. Compos Struct 89:60–9.10.1016/j.compstruct.2008.06.022]Search in Google Scholar
[Enochsson O, Lundqvist J, Taljsten B, Rusinowski P, Olofsson T., 2007. CFRP strengthened openings in two-way concrete slabs – an experimental and numerical study. Constr Build Mater, 21:810–26.10.1016/j.conbuildmat.2006.06.009]Search in Google Scholar
[Florut S-C, Sas G, Popescu C, Stoian V., 2014. Tests on reinforced concrete slabs with cut-out openings strengthened with fibre-reinforced polymers. Compos Part B – Eng, 66:484–93.10.1016/j.compositesb.2014.06.008]Search in Google Scholar
[Ganesan, N., Abraham, R., Beena, P.R., Thomas, A., 2014. Behaviour of ultra high performance concrete wall panels under two-way in-lane loading. International Journal of Structural Engineering 5(3), pp.262-27810.1504/IJSTRUCTE.2014.063046]Search in Google Scholar
[Ganesan N, Indira PV, Santhakumar A., 2013. Prediction of ultimate strength of reinforced geopolymer concrete wall panels in one-way action. Constr Build Mater. 48:91–7.10.1016/j.conbuildmat.2013.06.090]Search in Google Scholar
[Li B, Lim C., 2010. Tests on seismically damaged reinforced concrete structural walls repaired using fiber-reinforced polymers. J Compos Constr, 14: 597–608.10.1061/(ASCE)CC.1943-5614.0000110]Search in Google Scholar
[Li B, Qian K., 2013. Retrofitting earthquake-damaged RC structural walls with openings by externally bonded FRP strips and sheets. J Compos Constr, 17:259–70.10.1061/(ASCE)CC.1943-5614.0000336]Search in Google Scholar
[Mohammed B, Ean LW, Malek MA., 2013. One way RC wall panels with openings strengthened with CFRP. Constr Build Mater, 40:575–83.10.1016/j.conbuildmat.2012.11.080]Search in Google Scholar
[Robinson G, Palmeri A, Austin S., 2013. Design methodologies for one way spanning eccentrically loaded minimally or centrally reinforced pre-cast RC panels. Eng Struct, 56:1945–56.10.1016/j.engstruct.2013.07.041]Search in Google Scholar
[Seddon AE., 1956. The strength of concrete walls under axial and eccentric loads. In: Andrew RP, editor. Symposium on the strength of concrete structures. London, UK: Cement and Concrete Association; p. 445–86.]Search in Google Scholar
[Saheb SM, Desayi P., 1989. Ultimate strength of RC wall panels in one-way in-plane action. J Struct Eng-Asce, 115:2617–30.10.1061/(ASCE)0733-9445(1989)115:10(2617)]Search in Google Scholar
[Todut C, Dan D, Stoian V., 2015. Numerical and experimental investigation on seismically damaged reinforced concrete wall panels retrofitted with FRP composites. Compos Struct, 119:648–65.10.1016/j.compstruct.2014.09.047]Search in Google Scholar
[Demeter I., 2011. Seismic retrofit of precast RC walls by externally bonded CFRP composites. Romania: PhD Thesis, Politehnica University of Timisoara.]Search in Google Scholar