| Experimental and numerical study on a full scale apex connection of cold-formed steel portal frames F Öztürk, S Pul Thin-Walled Structures 94, 79-88, 2015 | 44 | 2015 |
| Buckling behaviour of cold-formed steel sigma and lipped channel beam–column members F Oeztuerk, SM Mojtabaei, M Şentürk, S Pul, I Hajirasouliha Thin-Walled Structures 173, 108963, 2022 | 20 | 2022 |
| Fatigue assessment of steel half-pipes bolted connections using local approaches F Öztürk, J Correia, C Rebelo, AMP De Jesus, LS da Silva Procedia Structural Integrity 1, 118-125, 2016 | 9 | 2016 |
| Finite element modelling of tubular bolted connection of a lattice wind tower for fatigue assessment F Öztürk PQDT-Global, 2016 | 5 | 2016 |
| Buckling behavior of cold-formed steel sigma and lipped channel section beam-columns: Experimental and numerical investigation Y Yılmaz, F Öztürk, S Demir Journal of Constructional Steel Research 214, 108456, 2024 | 3 | 2024 |
| Hafif çelik çerçeve sistemlerin tepe birleşim bölgesinin sonlu eleman analizleri ile optimizasyonu F Öztürk Fen Bilimleri Enstitüsü, 2014 | 1 | 2014 |
| Predicting the load-bearing capacity of lipped channel section cold formed steel profiles under combined effects using machine learning Y Yılmaz, S Demi̇r, F Öztürk Structures 66, 106898, 2024 | | 2024 |
| Buckling behavior of cold-formed steel lipped channel beam-column members under monotonic and cyclic loadings Y Yılmaz, S Demir, F Öztürk Structural Engineering and Mechanics 90 (5), 2024 | | 2024 |
| Local and Distortional Buckling Behaviour of Cold-Formed Steel Sigma Beam-Column Profiles F Öztürk, M Şentürk, S Pul, I Hajirasouliha 5th International Conference on Smart Monitoring, Assessment and …, 2019 | | 2019 |
Selim Pulİnşaat Mühendisliği Bölümü, Karadeniz Teknik üniversitesi在 ktu.edu.tr 的电子邮件经过验证
