| A review of research on steel eccentrically braced frames SK Azad, C Topkaya Journal of constructional steel research 128, 53-73, 2017 | 236 | 2017 |
| An experimental study on steel‐encased buckling‐restrained brace hysteretic dampers ME Eryaşar, C Topkaya Earthquake Engineering & Structural Dynamics 39 (5), 561-581, 2010 | 129 | 2010 |
| An experimental study on channel type shear connectors E Baran, C Topkaya Journal of Constructional Steel Research 74, 108-117, 2012 | 93 | 2012 |
| A finite element parametric study on block shear failure of steel tension members C Topkaya Journal of Constructional Steel Research 60 (11), 1615-1635, 2004 | 86 | 2004 |
| Composite shear stud strength at early concrete ages C Topkaya, JA Yura, EB Williamson Journal of Structural Engineering 130 (6), 952-960, 2004 | 81 | 2004 |
| Natural periods of steel plate shear wall systems C Topkaya, CO Kurban Journal of Constructional steel research 65 (3), 542-551, 2009 | 71 | 2009 |
| Replaceable links with gusseted brace joints for eccentrically braced frames MB Bozkurt, C Topkaya Soil Dynamics and Earthquake Engineering 115, 305-318, 2018 | 66 | 2018 |
| Elastomeric bridge bearings: Recommended test methods J Yura, AS Kumar, A Yakut, C Topkaya, E Becker, J Collingwood NCHRP Report, 2001 | 62 | 2001 |
| Block shear failure of gusset plates with welded connections C Topkaya Engineering Structures 29 (1), 11-20, 2007 | 60 | 2007 |
| Behavior of curved steel trapezoidal box-girders during construction C Topkaya, EB Williamson, KH Frank Engineering Structures 26 (6), 721-733, 2004 | 59 | 2004 |
| Seismic behavior of concentrically braced frames designed to AISC341 and EC8 provisions SK Azad, C Topkaya, A Astaneh-Asl Journal of Constructional Steel Research 133, 383-404, 2017 | 56 | 2017 |
| Development of detachable replaceable links for eccentrically braced frames MB Bozkurt, S Kazemzadeh Azad, C Topkaya Earthquake Engineering & Structural Dynamics 48 (10), 1134-1155, 2019 | 53 | 2019 |
| Replaceable links with direct brace attachments for eccentrically braced frames MB Bozkurt, C Topkaya Earthquake Engineering & Structural Dynamics 46 (13), 2121-2139, 2017 | 52 | 2017 |
| Lateral stiffness of steel plate shear wall systems C Topkaya, M Atasoy Thin-Walled Structures 47 (8-9), 827-835, 2009 | 52 | 2009 |
| Extended end-plate connections for replaceable shear links YO Özkılıç, C Topkaya Engineering Structures 240, 112385, 2021 | 46 | 2021 |
| Displacement amplification factors for steel eccentrically braced frames A Kuşy𝚤lmaz, C Topkaya Earthquake Engineering & Structural Dynamics 44 (2), 167-184, 2015 | 44 | 2015 |
| Evaluation of seismic response factors for BRBFs using FEMA P695 methodology YO Özkılıç, MB Bozkurt, C Topkaya Journal of Constructional Steel Research 151, 41-57, 2018 | 42 | 2018 |
| Mid-spliced end-plated replaceable links for eccentrically braced frames YO Özkılıç, MB Bozkurt, C Topkaya Engineering Structures 237, 112225, 2021 | 41 | 2021 |
| Design overstrength of steel eccentrically braced frames A Kuşyılmaz, C Topkaya International Journal of Steel Structures 13, 529-545, 2013 | 41 | 2013 |
| A numerical study on response modification, overstrength, and displacement amplification factors for steel plate shear wall systems CO Kurban, C Topkaya Earthquake engineering & structural dynamics 38 (4), 497-516, 2009 | 40 | 2009 |
