Mehmet Inel, Ph.D.
Affiliations: | 2002 | University of Illinois, Urbana-Champaign, Urbana-Champaign, IL |
Area:
Civil EngineeringGoogle:
"Mehmet Inel"Parents
Sign in to add mentor| Mark A. Aschheim | grad student | 2002 | UIUC | |
| (Displacement-based strategies for the performance-based seismic design of "short" bridges considering embankment flexibility.) | ||||
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Publications
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| İnel M, Çaycı BT, Özmen HB. (2019) Investigation of concrete compressive strength of existing buildings depending on number of core samples Pamukkale University Journal of Engineering Sciences. 25: 621-626 |
| Inel M, Ozmen HB, Cayci BT. (2019) Determination of Period of RC Buildings by the Ambient Vibration Method Advances in Civil Engineering. 2019: 1-10 |
| Kamal M, Inel M. (2019) Optimum Design of Reinforced Concrete Continuous Foundation Using Differential Evolution Algorithm Arabian Journal For Science and Engineering. 44: 8401-8415 |
| Inel M, Cayci BT, Meral E. (2018) Nonlinear Static and Dynamic Analyses of RC Buildings International Journal of Civil Engineering. 16: 1241-1259 |
| Özer E, Kamal M, İnel M. (2017) Comparison of Linear and Nonlinear Seismic Behavior of 2D and 3D RC Buildings International Journal of Engineering and Applied Sciences. 9: 17-27 |
| Ozmen HB, Inel M. (2017) Effect of rapid screening parameters on seismic performance of RC buildings Structural Engineering and Mechanics. 62: 391-399 |
| Meral E, İnel M. (2016) Evaluation of structural parameters properties of low and mid-rise reinforced concrete buildings Pamukkale University Journal of Engineering Sciences. 22: 468-477 |
| Inel M, Meral E. (2016) Seismic performance of RC buildings subjected to past earthquakes in Turkey Earthquakes and Structures. 11: 483-503 |
| Ozmen HB, Inel M. (2016) Damage potential of earthquake records for RC building stock Earthquake and Structures. 10: 1315-1330 |
| Ozmen HB, Inel M, Senel SM, et al. (2015) Load carrying system characteristics of existing turkish rc building stock International Journal of Civil Engineering. 13: 76-91 |