Publications (INTERNATIONAL) Journal Papers A.1 Topkaya, C. and Yura, J.A., Test Method for Determining the Shear Modulus of Elastomeric Bearings. "Journal of Structural Engineering", 128, (2002), p.797805. A.2 Cem Topkaya, Eric B. Williamson, Development of Computational Software for Analysis of Curved Girders Under Construction Loads. "Computers and Structures", 81, (2003), p.20872098. A.3 Cem Topkaya, A finite element parametric study on block shear failure of steel tension members. "Journal of Constructional Steel Research", 60, (2004), p.16151635. A.4 Cem Topkaya, Joseph A. Yura, Eric B. Williamson, Composite shear stud strength at early concrete ages. "Journal of Structural Engineering", 130, (2004), p.952960. A.5 Cem Topkaya, Eric B. Williamson, Karl H. Frank, Behavior of curved steel trapezoidal boxgirders during construction. "Engineering Structures", 26, (2004), p.721733. A.6 Cem Topkaya, Analysis of specimen size effects in inclined compression test on laminated elastomeric bearings. "Engineering Structures", 26, (2004), p.10711080. A.7 Topkaya C, Widianto, Williamson EB, Evaluation of Top Flange Bracing Systems for Curved Box Girders. "Journal of Bridge Engineering", 10, (2005), p.693703. A.8 Topkaya C, A Numerical Study on Linear Bifurcation Web Buckling of Steel IBeams in the Sidesway Mode. "Engineering Structures", 28, (2006), p.10281037. A.9 Özdemir K M, Topkaya C, Lateral Buckling of Overhanging Crane Trolley Monorails. "Engineering Structures", 28, (2006), p.11621172. A.10 Topkaya Cem, Block shear failure of gusset plates with welded connections. "Engineering Structures", 29, (2007), p.1120. A.11 Topkaya Cem, Finite element modeling of block shear failure in coped steel beams. "Journal of Constructional Steel Research", 63, (2007), p.544553. A.12 Topkaya, Kalayci, Williamson, Solver and Shell Element Performances for Curved Bridge Analysis. "Journal of Bridge Engineering", 13, (2008), p.418424. A.13 Topkaya C, Kurban OC, Natural periods of steel plate shear wall systems . "Journal of Constructional Steel Research", 65, (2009), p.542551. A.14 Topkaya C, Atasoy M, Lateral stiffness of steel plate shear wall systems . "Thin Walled Structures", 47, (2009), p.827835. A.15 Kurban OC, Topkaya C, A numerical study on response modification, overstrength, and displacement amplification factors for steel plate shear wall systems. "Earthquake Engineering and Structural Dynamics", 34, (2009), p.497516. A.16 Hakan Arslan, Cem Topkaya, A numerical study on response factors for steel wall–frame systems. "Earthquake Engineering and Structural Dynamics", 39, (2010), p.16111630. A.17 Mehmet Emrah Eryaşar, Cem Topkaya, An experimental study on steelencased bucklingrestrained brace hysteretic dampers. "Earthquake Engineering and Structural Dynamics", 39, (2010), p.561581. A.18 Topkaya, Şahin, A Comparative Study of AISC360 and EC3 Strength Limit States. "International Journal of Steel Structures", 11, (2011), p.1327. A.19 Ölmez, Topkaya, Numerical Study on Special Truss Moment Frames with Vierendeel Openings. "Journal of Contructional Steel Research", 67, (2011), p.667677. A.20 Topkaya, Rotter, Ring Beam Stiffness Criterion for ColumnSupported Metal Silos. "Journal of Engineering Mechanics", 137, (2011), p.846853. A.21 Kuşyılmaz, Topkaya, Numerical Study on Local Buckling and Energy Dissipation of CHS Seismic Bracing. "Thin Walled Structures", 49, (2011), p.984996. A.22 Eray Baran, Cem Topkaya, An experimental study on channel type shear connectors. "Journal of Constructional Steel Research", 74, (2012), p.108117. A.23 Günaydın, E., Topkaya, C., Fundamental Periods of Steel Concentrically Braced Frames Designed to Eurocode 8. "Earthquake Engineering and Structural Dynamics", 42, (2013), p.14151433. A.24 Kuşyılmaz, A. Topkaya, C., Design Overstrength of Steel Eccentrically Braced Frames. "International Journal of Steel Structures", 13, (2013), p.529545. A.25 Yiğitsoy, G., Topkaya, C., Okazaki, T., Stability of Beams in Steel Eccentrically Braced Frames. "Journal of Constructional Steel Research", 96, (2014). A.26 Topkaya, C., Rotter, J.M., Ideal Location of Intermediate Ring Stiffeners on Discretely Supported Cylindrical Shells. "ASCE Journal of Engineering Mechanics", 140, (2014). A.27 Baran, E., Topkaya, C., Behavior of SteelConcrete Partially Composite Beams with Channel Type Shear Connectors. "Journal of Constructional Steel Research", 97, (2014). A.28 Tuna, M., Topkaya, C., Panel Zone Deformation Demands in Steel Moment Resisting Frames. "Journal of Constructional Steel Research", 110, (2015), p.6575. A.29 Zeybek, Ö., Topkaya, C., Rotter, J.M., Strength and Stiffness Requirements for Intermediate Ring Stiffeners on Discretely Supported Cylindrical Shells. "Thin Walled Structures", 96, (2015), p.6474. A.30 Kuşyılmaz, A., Topkaya, C., Displacement Amplification Factors for Steel Eccentrically Braced Frames. "Earthquake Engineering and Structural Dynamics", 44, (2015), p.167184. A.31 Sonat, C., Topkaya, C., Rotter, J.M., Buckling of Cylindrical Metal Shells on Discretely Supported Ring Beams. "Thin Walled Structures", 93, (2015), p.2235. A.32 Kuşyılmaz, A., Topkaya, C., Fundamental Periods of Steel Eccentrically Braced Frames. "The Structural Design of Tall and Special Buildings", 24, (2015), p.123140. A.33 Ahmet Kuşyılmaz, Cem Topkaya, Evaluation of Seismic Response Factors for Eccentrically Braced Frames Using FEMA P695 Methodology. "Earthquake Spectra", 32, (2016). A.34 Mehmet Bakır Bozkurt, Cem Topkaya, Development of welded overlap core steel encased bucklingrestrained braces. "Journal of Constructional Steel Research", 127, (2016).
 Conference Papers A.1 Topkaya, Rotter, STIFFNESS OF SILO SUPPORTING RING BEAMS RESTING ON DISCRETE SUPPORTS. "6th International Thin Walled Structures Conference", (2011). A.2 Dikiciaşık, Y., Binici, B., Topkaya, C., Özçelik, R., The Development of the Buckling Restrained Braces with New End Restraints. "International Congress on Advances in Civil Engineering", (2014). A.3 Bozkurt, M.B., Topkaya, C., Steel BucklingRestrained Braces with ColdFormed Encasings. "International Congress on Advances in Civil Engineering", (2014). A.4 Topkaya, C., Kuşyılmaz, A. (, Seismic Performance Factors for Steel Eccentrically Braced Frames. "8th Hellenic National Conference on Steel Structures", (2014). A.5 Zeybek, Ö., Topkaya, C., Rotter, J.M., Design Criteria for Intermediate Ring Stiffeners on Discretely Supported Cylindrical Shells. "Eight International Conference on Advances in Steel Structures", (2015). A.6 Mehmet Bakır BOZKURT, Yasin Onuralp ÖZKILIÇ, Cem TOPKAYA, EVALUATION OF DISPLACEMENT AMPLIFICATION FACTORS FOR STEEL BUCKLING RESTRAINED BRACE FRAMES. "The 8th International Conference on Steel and Aluminium Structures", (2016). A.7 Ö. Zeybek, C. Topkaya, Design of Ring Beams for Discretely Supported Cylindrical Steel Silos Based on Eurocode 3 Approach. "12th International Congress on Advances in Civil Engineering", (2016). A.8 Mehmet Bakır Bozkurt, Cem Topkaya, EVALUATION OF SEISMIC RESPONSE FACTORS FOR BRBFs USING FEMA P695 METHODOLOGY. "The International Colloquium on Stability and Ductility of Steel Structures – SDSS 2016", (2016). A.9 Özer Zeybek, Cem Topkaya, Michael Rotter, DESIGN REQUIREMENTS FOR INTERMEDIATE RING STIFFENERS ON DISCRETELY SUPPORTED CYLINDRICAL STEEL SHELLS. "The International Colloquium on Stability and Ductility of Steel Structures – SDSS 2016", (2016). A.10 Ahmet Kuşyılmaz, Cem Topkaya, DEVELOPMENT OF A HAND METHOD TO ESTIMATE FUNDAMENTAL PERIODS OF STEEL ECCENTRICALLY BRACEDFRAMES. "The 8th International Conference on Steel and Aluminium Structures", (2016). A.11 M. B. Bozkurt, Y. O. Özkılıç, C. Topkaya, Response of Buckling Restrained Braced Frames with Different Yield Strength and Yielding Length. "12th International Congress on Advances in Civil Engineering", (2016).

