| Experimental and finite element analysis on the steel fiber-reinforced concrete (SFRC) beams ultimate behavior DM Özcan, A Bayraktar, A Şahin, T Haktanir, T Türker Construction and Building Materials 23 (2), 1064-1077, 2009 | 186 | 2009 |
| Modal parameter identification of Hagia Sophia bell-tower via ambient vibration test A Bayraktar, T Türker, B Sevım, AC Altunişik, F Yildirim Journal of Nondestructive Evaluation 28, 37-47, 2009 | 133 | 2009 |
| Seismic response of a historical masonry minaret using a finite element model updated with operational modal testing A Bayraktar, AC Altunişik, B Sevim, T Türker Journal of vibration and control 17 (1), 129-149, 2011 | 116 | 2011 |
| Effects of semi-rigid connection on structural responses ME Kartal, HB Basaga, A Bayraktar, M Muvafık Electronic journal of structural Engineering 10, 22-35, 2010 | 116 | 2010 |
| Experimental frequencies and damping ratios for historical masonry arch bridges A Bayraktar, T Türker, AC Altunişik Construction and Building Materials 75, 234-241, 2015 | 110 | 2015 |
| Comparison of near-fault and far-fault ground motion effects on geometrically nonlinear earthquake behavior of suspension bridges S Adanur, AC Altunişik, A Bayraktar, M Akköse Natural hazards 64, 593-614, 2012 | 103 | 2012 |
| Finite element model calibration effects on the earthquake response of masonry arch bridges B Sevim, A Bayraktar, AC Altunişik, S Atamtürktür, F Birinci Finite elements in analysis and design 47 (7), 621-634, 2011 | 96 | 2011 |
| Performance and damages of reinforced concrete buildings during the October 23 and November 9, 2011 Van, Turkey, earthquakes A Bayraktar, AC Altunişik, M Pehlivan Soil Dynamics and Earthquake Engineering 53, 49-72, 2013 | 94 | 2013 |
| Earthquake analysis of gravity dam-reservoir systems using the Eulerian and Lagrangian approaches Y Calayir, AA Dumanoğlu, A Bayraktar Computers & structures 59 (5), 877-890, 1996 | 93 | 1996 |
| Comparison of near-and far-fault ground motion effect on the nonlinear response of dam–reservoir–foundation systems A Bayraktar, AC Altunişik, B Sevim, ME Kartal, T Türker, Y Bilici Nonlinear Dynamics 58, 655-673, 2009 | 89 | 2009 |
| Finite-element analysis and vibration testing of a two-span masonry arch bridge A Bayraktar, AC Altunişik, F Birinci, B Sevim, T Türker Journal of Performance of Constructed facilities 24 (1), 46-52, 2010 | 88 | 2010 |
| Finite element model updating effects on nonlinear seismic response of arch dam–reservoir–foundation systems A Bayraktar, B Sevim, AC Altunişik Finite elements in analysis and design 47 (2), 85-97, 2011 | 87 | 2011 |
| Polymer composites in construction: an overview AS Mosallam, A Bayraktar, M Elmikawi, S Pul, S Adanur | 85 | 2015 |
| The effect of reservoir length on seismic performance of gravity dams to near-and far-fault ground motions A Bayraktar, T Türker, M Akköse, Ş Ateş Natural hazards 52, 257-275, 2010 | 83 | 2010 |
| Damages of masonry buildings during the July 2, 2004 Doğubayazıt (Ağrı) earthquake in Turkey A Bayraktar, N CoŞkun, A Yalçin Engineering Failure Analysis 14 (1), 147-157, 2007 | 83 | 2007 |
| Influence of base-rock characteristics on the stochastic dynamic response of dam–reservoir–foundation systems A Bayraktar, E Hancer, M Akköse Engineering structures 27 (10), 1498-1508, 2005 | 83 | 2005 |
| Probabilistic nonlinear analysis of CFR dams by MCS using response surface method ME Kartal, HB Başağa, A Bayraktar Applied Mathematical Modelling 35 (6), 2752-2770, 2011 | 78 | 2011 |
| Elasto-plastic earthquake response of arch dams including fluid–structure interaction by the Lagrangian approach M Akköse, S Adanur, A Bayraktar, AA Dumanoğlu Applied Mathematical Modelling 32 (11), 2396-2412, 2008 | 77 | 2008 |
| Assessment of nonlinear seismic performance of a restored historical arch bridge using ambient vibrations B Sevim, A Bayraktar, AC Altunişik, S Atamtürktür, F Birinci Nonlinear Dynamics 63, 755-770, 2011 | 74 | 2011 |
| Reservoir water level effects on nonlinear dynamic response of arch dams M Akkose, A Bayraktar, AA Dumanoglu Journal of Fluids and Structures 24 (3), 418-435, 2008 | 73 | 2008 |
