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1 Egilmez, O.O. and Yormaz, D. (2011), "Cyclic testing of steel I-beams reinforced with GFRP", Steel. Compos. Struc., 11(2), 93-114./   DOI View Article
2 Soy, U. (2011), "Comparison of steels via SMAW and MIG welding methods under industrial loads", Steel. Compos. Struc., 11(3), 225-232./   DOI View Article
3 Khedmati, M.R., Nouri, Z.H.M.E. and Roshanali, M.M. (2011), "An effective proposal for strength evaluation of steel plates randomly corroded on both sides under uniaxial compression", Steel. Compos. Struct., 11(3), 183-205./   DOI View Article
4 Hsu, H.-L., Juang, J.-L. and Chou, C.-H. (2011), "Experimental evaluation on the seismic performance of steel knee braced frame structures with energy dissipation mechanism", Steel. Compos. Struct., 11(1), 77-91./   DOI View Article
5 Maiorana, E., Pellegrino, C. and Modena, C. (2011), "Elasto-plastic behaviour of perforated steel plates subjected to compression and bending", Steel and Comp. Struct., 11(2), 131-147./   DOI View Article
6 Kiymaz, G., Coskun, E., Cosgun, C., and Seckin, E., (2010), "Transverse load carrying capacity of sinusoidally corrugated steel web beams with web openings", Steel. Compos. Struct., An Int'l Journal 10(1), 69-85./   DOI View Article
7 Kiymaz, G., Coskun, E., Cosgun, C. and Seckin, E. (2010), "Transverse load carrying capacity of sinusoidally corrugated steel web beams with web openings", Steel. Compos. Struc., 10(1), 69-85./   DOI View Article
8 Bojorquez, E., Reyes-Salazar A., Teran-Gilmore A. and Ruiz, S.E. (2010), "Energy-based damage index for steel structures", Steel Compos. Struct, An International Journal, 10(4), 331-348./   DOI View Article
9 Chang, K.-H., Lee, K.-L. and Pan, W.-F. (2010). "Buckling failure of 310 stainless steel tubes with different diameter-to-thickness ratios under cyclic bending." Int. J. Steel. Compos. Struct., 10(3), 245-260./   DOI View Article
10 Dai, X. and Lam, D. (2010), "Axial compressive behaviour of stub concrete-filled columns with elliptical stainless steel hollow sections", Steel and Composite Structures, An Int/'l Journal, 10(6), 517-539./   DOI View Article
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