| High performance concrete requirements for prefabricated high speed railway sleepers NÖ Bezgin Construction and Building Materials 138, 340-351, 2017 | 25 | 2017 |
| Development of a new and an explicit analytical equation that estimates the vertical dynamic impact loads of a moving train NÖ Bezgin Procedia Engineering 189, 2-10, 2017 | 23 | 2017 |
| An experimental evaluation to determine the required thickness of passive fire protection layer for high strength concrete tunnel segments NÖ Bezgin Construction and Building Materials 95, 279-286, 2015 | 12 | 2015 |
| Proposal of a new analytical method to estimate the vertical impact forces on railway tracks due to changes in track profile and track stiffness NÖ Bezgin CETRA 2018, 2018 | 11 | 2018 |
| APPLICATION OF A NEW CONCEPT AND A METHOD TO ESTIMATE THE VERTICAL IMPACT FORCES ON RAILWAY TRACKS DUE TO TRACK PROFILE IRREGULARITIES NÖ Bezgin Transportation Research Board 97th Annual MeetingTransportation Research Board, 2018 | 11 | 2018 |
| Climate effects on the shoulder width measurements of prestressed concrete high speed railway sleepers of ballasted tracks NÖ Bezgin Measurement 75, 201-209, 2015 | 11 | 2015 |
| Application of a new concept and a method to estimate the vertical impact forces on railway tracks due to track stiffness variations NO Bezgin 97th Annual Meeting of the Transportation Research Board, Washington, DC, 2018 | 10 | 2018 |
| Advancement and application of the Bezgin method to estimate effects of stiffness variations along railways on wheel forces NÖ Bezgin, M Wehbi Transportation Research Record 2673 (7), 248-264, 2019 | 9 | 2019 |
| An insight into design of prefabricated and prestressed concrete monoblock railway ties for service loads NÖ Bezgin Challenge Journal Of Structural Mechanics 4 (4), 126-136, 2018 | 6 | 2018 |
| Effects of speed management and roadway parameters on traffic flow along arterials GM Suleiman, NÖ Bezgin, M Ergun, M Gürsoy, M Karaşahin Proceedings of the Institution of Civil Engineers-Transport 170 (6), 346-362, 2017 | 6 | 2017 |
| Proposal and Application of a New Technique to Forecast Railway Track Damage Because of Track Profile Variations M Wehbi, NÖ Bezgin Transportation Research Record 2673 (4), 568-582, 2019 | 5 | 2019 |
| Hat Profilinde Meydana Gelen Değişimler Nedeniyle Oluşan Dinamik Darbe Kuvvetlerinin Tahmini için Geliştirilen Yeni bir Yöntemin Uygulaması NÖ BEZGİN Demiryolu Mühendisliği, 40-51, 2018 | 5 | 2018 |
| Hat esneme direncinin hat performansı üzerindeki etkileri E BALCI, N BEZGİN Demiryolu Mühendisliği, 75-85, 2020 | 3 | 2020 |
| Hizmet Dışı Kalmış Bir Ulaştırma Yapısının Çağdaş Kentsel Arayışlar İçerisinde Yaratıcı Şekilde Geri Kazanılması:“The High Line Project–Manhattan, New York City” NÖ Bezgin Dünya Şehircilik Günü 38, 6-8, 2014 | 3 | 2014 |
| Önüretimli ve Öngerilmeli Beton Traverslerde Gözlenen Zamana Bağlı Kısalmalarının Değerlendirilmesi NÖ BEZGİN Demiryolu Mühendisliği, 17-27, 2018 | 2 | 2018 |
| Design evaluations for the time dependent contractions of prestressed concrete high speed railway sleepers NÖ Bezgin Transportation Research Board 93rd Annual MeetingTransportation Research Board, 2014 | 2 | 2014 |
| An architectural vision realized through prefabrication ÖN Bezgin PCI Journal 2013 (Winter), 63-77, 2013 | 2 | 2013 |
| Finite element modeling of soil-structure interaction for drilled shaft foundations NO Bezgin Rutgers The State University of New Jersey-New Brunswick, 2005 | 2 | 2005 |
| Can One Exclude Track and Rolling Stock Stiffness for the Assessment of Dynamic Impact Forces Due to Variations in Track Profile? E Balcı, NÖ Bezgin Advances in Transportation Geotechnics IV, 231-243, 2022 | 1 | 2022 |
| Analysis of dynamic impact forces on railway tracks due to wheel flats C Kolukirik, NO Bezgin 5th International Conference on Road and Rail Infrastructure, 2019 | 1 | 2019 |
Erdem BalcıIstanbul University-CerrahpasaVerified email at ogr.iu.edu.tr
