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1 Gunaydin, M., Adanur, S., Altunisik, A.C. and Sevim, B. (2014), Determination of structural behavior of bosporus suspension bridge considering construction stages and different soil conditions, Steel Compos. Struct., In Press./ View Article
2 Abdel Raheem, S.E. (2014), "Dynamic characteristics of hybrid tower of cable-stayed bridges", Steel Compos. Struct., (In press)/ View Article
3 Zahrai, S.M. and Jalali, M. (2014), "Experimental and analytical investigations on Seismic behavior of ductile steel knee braced frames", Steel Compos. Struct., Int. J., 16(1), 1-21./   DOI   Ndsl View Article
4 Jia, L.J., Ge, H.B. and Suzuki, T. (2014), "Effect of post weld treatment on cracking behaviors of beam-column connections in steel bridge piers", Steel Compos. Struct., Int. J., 17(5), 687-704./   DOI View Article
5 Zahrai, S.M. and Jalali, M. (2014), "Experimental and analytical investigations on seismic behavior of ductile steel knee braced frames", Steel Compos. Struct., Int. J., 16(1), 1-21./   KOI   DOI   Ndsl View Article
6 Bayat, M., Bayat, M. and Pakar, I. (2014a), "The analytic solution for parametrically excited oscillators of complex variable in nonlinear dynamic systems under harmonic loading", Steel Compos. Struct., Int. J., 17(1 ), 123-131./   DOI View Article
7 Pakar, I., Bayat, M. and Bayat, M. (2014b), "Accurate periodic solution for nonlinear vibration of thick circular sector slab", Steel Compos. Struct., Int. J., 16(5), 521-531./   DOI   Ndsl View Article
8 Pakar, I., Bayat, M. and Bayat, M. (2014a), "Nonlinear vibration of thin circular sector cylinder: An analytical approach", Steel Compos. Struct., Int. J., 17(1),133-143./   DOI View Article
9 Karami Mohammadi, R. and Sharghi, A.H. (2014), "On the optimum performance-based design of eccentrically braced frames", Steel Compos. Struct., An Int. J., 16 (4), 357-374./   DOI View Article
10 Gholizadeh, S. and Barati, H. (2014) "Topology optimization of nonlinear single layer domes by a new metaheuristic", Steel Compos. Struct, 16(6), 681-701./   DOI   Ndsl View Article
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