Köprülerde Deneysel Modal Analiz Uygulamaları C Dönmez, E Karakan İMO Teknik Dergi 20, 4851-4863, 2009 | 11 | 2009 |
Effects of fibre reinforcement on liquefaction behaviour of poorly graded sands T Eskisar, E Karakan, S Altun Procedia engineering 161, 538-542, 2016 | 9 | 2016 |
Evaluation of cyclic stress–strain and liquefaction behavior of Izmir sand T Eskisar, E Karakan, S Altun Arabian Journal for Science and Engineering 39 (11), 7513-7524, 2014 | 9 | 2014 |
Cyclic undrained behavior and post liquefaction settlement of a nonplastic silt E Karakan, N Tanrinian, A Sezer Soil Dynamics and Earthquake Engineering 120, 214-227, 2019 | 8 | 2019 |
The liquefaction behavior of poorly graded sands reinforced with fibers E Karakan, T Eskişar, S Altun Advances in Civil Engineering 2018, 2018 | 5 | 2018 |
Estimation of frequency response fuction for experimental modal analysis E Karakan Izmir Institute of Technology, 2008 | 5 | 2008 |
Effect of fines content and plasticity on undrained shear strength of quartz-clay mixtures E Karakan, S Demir Arabian Journal of Geosciences 11 (23), 1-12, 2018 | 4 | 2018 |
Dynamic behavior of a clayey sand reinforced with polypropylene fiber I Bozyigit, N Tanrınıan, E Karakan, A Sezer, D Erdoğan, S Altun Acta Physica Polonica A 132 (3), 674-678, 2017 | 4 | 2017 |
İklim Değişikliğinin İkizcetepeler Barajı Akımlarına Etkilerinin Modellenmesi: 2015-2030 Projeksiyonu U Okkan, E Karakan Teknik Dergi 27 (2), 7379-7401, 2016 | 4 | 2016 |
Assessment of liquefaction behavior of Izmir sand reinforced with randomly distributed fibers T Eskisar, S Altun, E Karakan Proceedings of the 6th International Conference on Earthquake Geotechnical …, 2015 | 3 | 2015 |
Load displacement relationship for a rigid circular foundation anchored by Mindlin solutions S Altun, E Karakan, ŞÇ Tuna Scientia Iranica 20 (3), 397-405, 2013 | 3 | 2013 |
Evaluation of effect of limited pore water pressure development on cyclic behavior of a nonplastic silt E Karakan, A Sezer, N Tanrinian Soils and Foundations 59 (5), 1302-1312, 2019 | 2 | 2019 |
Relationship between undrained shear strength with Atterberg limits of kaolinite/bentonite–quartz mixtures E KARAKAN, S DEMİR Uluslararası Mühendislik Araştırma ve Geliştirme Dergisi 10 (3), 92-102, 2018 | 2 | 2018 |
Liquid limit determination of various sand clay mixtures by Casagrande and fall cone test methods E Karakan, S Demir Balıkesir Üniversitesi Fen Bilimleri Enstitüsü Dergisi 20 (2), 361-371, 2018 | 2 | 2018 |
Behavior of a dense nonplastic silt under cyclic loading E KARAKAN, A SEZER, N TANRINİAN, S ALTUN Anadolu Üniversitesi Bilim Ve Teknoloji Dergisi-B Teorik Bilimler 6, 183-191, 2018 | 2 | 2018 |
Effects of fiberreinforcement on liquefaction behavior and pore pressure development of sand T Eskisar, E Karakan, S Altun Proceedings of the 12th International Congress on Advances in Civil …, 2016 | 2 | 2016 |
Modeling the effects of climate change on İkizcetepeler Inflows: 2015-2030 projection U Okkan, E Karakan Turkish Chamber Civil Engineers, 2016 | 2 | 2016 |
Applications of experimental modal analysis for bridges C Donmez, E Karakan TURKISH CHAMBER CIVIL ENGINEERS, 2009 | 2 | 2009 |
Factors effecting the shear strength of geotextile reinforced compacted clays E KARAKAN Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi 20 …, 2018 | 1 | 2018 |
Evaluation of Excess Pore Water Pressure Build-up During Cyclic Triaxial Tests on a Non-plastic Silt E KARAKAN, N TANRINİAN, A SEZER Düzce Üniversitesi Bilim ve Teknoloji Dergisi 6 (2), 513-524, 2018 | 1 | 2018 |