References
[1] Ren, C., Dai, L., Huang, Y., et al., “Experimental investigation of post-fire mechanical properties of Q235 cold-formed steel”, Thin–Walled Structures, 150, 106651, (2020).
[2] York, C.B. and Pedreschi, R. “The influence of geometry on the strength of shear wall panels in light steel construction”, Construction and Building Materials, 14, pp. 277-285, (2000).
[3] Nie, B. Xu, S. Zhang, Z., et al., “Experimental investigation on corroded cold-formed steel beam-columns under compression and major axis bending”, Journal of Constructional Steel Research, 169, 106026, (2020).
[4] Davies, J.M. “Recent research advances in cold-formed steel structures”, Journal of Constructional Steel Research 55, pp. 267–288, (2000).
[5] Gu, F. Guo, J. Zhang, W., et al., “From waste plastics to industrial raw materials: a life cycle assessment of mechanical plastic recycling practice based on a real-world case study”, Science of Total Environ, 601, pp. 1192–1207, (2017).
[6] Ragaert, K. Delva, L., and Geem, K.V. “Mechanical and chemical recycling of solid plastic waste”, Waste Manage, 69, pp. 24–58, (2017).
[7] Barrera, G.M. Lopez, M.M. Diaz, J.J.C., et al., “Waste polymers and gamma radiation on the mechanical improvement of polymer mortars: Experimental and calculated results”, Case Studies in Construction Materials, 11, e00273, (2019).
[8] Biron, M. “Recycling: the first source of renewable plastics”, Industrial Applications of Renewable Plastics, pp. 67–114, (2017).
[9] Achilias, D.S. Roupakias, C. Megalokonomos, P., et al., “Chemical recycling of plastic wastes made from polyethylene (LDPE and HDPE) and polypropylene (PP)”, Journal of Hazardous Materials, 149, pp. 536–542, (2007).
[10] Al-Maadeed, M.A. Shabana, Y.M., and Khanam, P.N., “Processing, characterization and modeling of recycled polypropylene/glass fibre/wood flour composites”, Materials and Design, 58, pp. 374–380, (2014).
[11] Maali, M. Sagiroglu, M., and Solak, M.S. “Experimental behavior of screwed beam-to-column connections in cold-formed steel frames”, Arabian Journal of Geosciences, 11(9), 205, (2018).
[12] Mohamed, N. Farghaly, A.S. Benmokrane, B., et al., “Experimental investigation of concrete shear walls reinforced with glass fiber–reinforced bars under lateral cyclic loading”, Journal of Composites for Construction, 18(3), (2014).
[13] Kassem, C. Farghaly, A.S., and Benmokrane, B., “Evaluation of flexural behavior and serviceability performance of concrete beams reinforced with FRP Bars”, Journal of Composites for Construction, 15(5), pp. 682–695, (2011).
[14] Tobbi, H. Farghaly, A.S., and Benmokrane, B. “Concrete columns reinforced longitudinally and transversally with glass fiber-reinforced polymer bars”, ACI Struct. J., 109(4), pp. 551–558, (2012).
[15] Maali, M. Aydın, A.C. Showkati, H., et al., “The effect of longitudinal imperfections on thin-walled conical shells”, Journal of Building Engineering, 20, pp. 424-441, (2018).
[16] Sağıroğlu, M. Maali, M. Kılıç, M., et al., “A novel approach for bolted T-stub connections”, International Journal of Steel Structures, 18(3), pp. 891-909, (2018).
[17] Vojdan, B.M. and Aghayari, R. “Investigating the seismic behavior of RC shear walls with openings strengthened with FRP sheets using different schemes”, Scientia Iranica, 24(4), pp. 1855-1865, (2017).
[18] Vecchio, F. Haro, P.O. Bucci, F., et al., “Behavior of repaired cyclically loaded shear walls”, ACI Structural Journal, 99(3), pp. 27-334, (2002).
[19] Taghdi, M. Bruneau, M. and Saatcioglu, M. “Seismic retrofitting of low-rise masonry and concrete walls using steel strips”, Journal of Structural Engineering, 126(9), pp. 1017-1025, (2000).
[20] Maali, M. Kılıç, M. Yaman, Z., et al., “Buckling and post-buckling behavior of various dented cylindrical shells using CFRP strips subjected to uniform external pressure: Comparison of theoretical and experimental data”, Thin-Walled Structures, 137, pp. 29-39, (2019).
[21] Altin, S. Anil, Ö. Kopraman, Y., et al., “Hysteretic behavior of RC shear walls strengthened with CFRP strips”, Composites: Part B, 44, pp. 321–329, (2013).
[22] Dan, D. “Experimental tests on seismically damaged composite steel concrete walls retrofitted with CFRP composites”, Engineering Structures, 45, pp. 338–348, (2012).
[23] Meftah, S.A. Yeghnem, R. Tounsi, A., et al., “Seismic behavior of RC coupled shear walls repaired with CFRP laminates having variable fibers spacing”, Construction and Building Materials, 21(8), pp. 1661-1671, (2017).
[24] Delnavaz, A. and Hamidnia, M. “Analytical investigation on shape configuration of CFRP strips on lateral loading capacity of strengthened RC shear wall”, Structural Concrete, 17(6), (2016).
[25] Quazi, S. Michel, L. and Ferrier, E. “Seismic behavior of RC short shear wall strengthened with externally bonded CFRP strips”, Composite Structures, 211, pp. 390–400, (2019).
[26] Arafa, A. Farghaly, A.S. and Benmokrane, B. “Effect of web reinforcement on the seismic response of concrete squat walls reinforced with glass-FRP bars”, Engineering Structures, 174, pp. 712–723, (2018).
[27] Al-Nini, A. Nikbakht, E. Syamsir., et al., “Flexural behavior of double-skin steel tube beams filled with fiber-reinforced cementitious composite and strengthened with CFRP sheets”, Materials, 13(14), 3064, (2020).
[28] Zhao, X.L. and Zhang, L. “State-of-the-art review on FRP strengthened steel structures”, Engineering Structures, 29(8), pp. 1808-1823, (2007).
[29] Yu, T. Wong, Y.L. Teng, J.G., et al., “Flexural behavior of hybrid FRP-concrete-steel double-skin tubular members”, Journal of Composites for Construction, 10(5), pp. 443-452, (2006).
[30] Idris, Y. and Ozbakkaloglu, T. “Flexural behavior of hybrid double-skin-tubular beams”, In Advanced Materials Research, 838, pp. 525-529, (2014).
[31] Wang, Q.L. and Shao, Y.B. “Flexural performance of circular concrete filled CFRP-steel tubes”, Advanced Steel Construction, 11(2), pp. 127-149, (2015).
[32] Maali, M, Kılıç, M. Bayrak, B., et al., “Behavior of polypropylene filled cold formed steel profiles–Part A: Bending Shear”, Civil Engineering Beyond Limits, 1, pp. 1-6, (2020).
[33] Kılıç, M. Maali, M. Bayrak, B., et al., “Behavior of polypropylene filled cold formed steel profiles–Part B: Torsion”, Civil Engineering Beyond Limits, 1, pp. 7-11, (2020).
[34] EN 10365, “Hot rolled steel channels, I and H sections-Dimensions and masses”, Ankara, Turkey, (2007).
[35] Nikbakht, E. Al-Fakih, A. Hui, C.C., et al., “An experimental investigation on the shear and flexural behavior of steel reinforced HPSCC beams”, In Structures, 19, pp. 286-295, (2019).
[36] Aydın, A.C. Bayrak, B. “The torsional behavior of reinforced self-compacting concrete beams”, Advances in Concrete Construction, 8(3), pp. 187-198, (2019).