International Journals |
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Year |
Content |
2019 | EKMEKYAPAR TALHA,Hasan Hussein G (2019). The influence of the inner steel tube on the |
2019 | Hasan Hussein G,EKMEKYAPAR TALHA (2019). Mechanical Performance of Stiffened Concrete |
2019 | EKMEKYAPAR TALHA,Alhatmey Ihssan A (2019). Post-fire resistance of internally ring stiffened high performance concrete filled steel tube columns. Engineering Structures, 183, 375-388. |
2019 | EKMEKYAPAR TALHA,Alwan Omer H,Hasan Hussein G,Shehab Bashar A,Al Eliwi Baraa JM (2019). Comparison of classical, double skin and double section CFST stub columns: Experiments and design formulations. Journal of Constructional Steel Research, 155, 192-204. |
2019 | Hasan Hussein Ghanim, Ekmekyapar Talha, Shehab Bashar Ahmed (2019). Mechanical performances of stiffened and reinforced concrete-filled steel tubes under axial compression. Marine Structures, 65, 417-432. |
2018 | Al Eliwi Baraa JM, Ekmekyapar Talha, ALSamaraie Mohanad IA, Dogru M Hanifi (2018). Behavior |
2018 | Alhatmey Ihssan A,EKMEKYAPAR TALHA,Alrebeh Salih K (2018). Residual strength capacity of |
2017 | AL Eliwi Baraa JM, EKMEKYAPAR TALHA, Faraj Radhwan H , GÖĞÜŞ MEHMET TOLGA, AL Shaar Ahmed AM (2017). Performance of lightweight aggregate and self-compacted concrete-filled steel tube columns. Steel and Composite Structures, 25(3), 299-31. |
2017 | EKMEKYAPAR TALHA,AL Eliwi Baraa JM (2017). Concrete Filled Double Circular Steel Tube (CFDCST) Stub Columns. Engineering Structures, 135, 68-80. |
2017 | KHUDHUR Hind M, ÖZAKÇA MUSTAFA, EKMEKYAPAR TALHA (2017). Nonlinear FE modelling and parametric study on flexural performance of ECC beams. Structural Engineering and Mechanics, 62(1), 21-31. |
2016 | KHUDHUR Hind M,ÖZAKÇA MUSTAFA,EKMEKYAPAR TALHA,KHUDHUR Abdolbaqi M (2016). Flexural behavior of concrete beams reinforced with different types of fibers. Computers and Concrete, 18(5), 999-1018. |
2016 | EKMEKYAPAR TALHA,ALELIWI BARAA JABBAR MAHMOOD (2016). Experimental Behaviour of Circular Concrete Filled Steel Tube Columns and Design Specifications. Thin-Walled Structures, 105, 220-230. |
2016 | Abbu Muthanna, EKMEKYAPAR TALHA, ÖZAKÇA MUSTAFA (2016). 3D FE analysis of shear connectors with partial interaction. Proceedings of the ICE - Structures and Buildings, 169(2), 96-107. |
2016 | EKMEKYAPAR TALHA (2016). Experimental performance of concrete filled welded steel tube columns. Journal of Constructional Steel Research, 117, 175-184. |
2016 | EKMEKYAPAR TALHA, Murphy Adrian, Damian Quinn, ÖZAKÇA MUSTAFA (2016). Impact of finite element idealisation on the prediction of welded fuselage stiffened panel buckling. Proceedings of the Institution of Mechanical Engineers, Part G: Journal of Aerospace Engineering, 230(2), 259-279. |
2014 | Abbu Muthanna, EKMEKYAPAR TALHA, ÖZAKÇA MUSTAFA (2014). 3D FE modeling considering shear connectors representation and number in CBGB. Steel and Composite Structures, 17(3), 237-252. |
2014 | Murphy A., Ekmekyapar T., Quinn D., Özakça M., Poston K., Moore G., Niblock J. (2014). The influence of assembly friction stir weld location on wing panel static strength. Thin-Walled Structures, 76, 56-64. |
2014 | Murphy A., Ekmekyapar T., Ozakca M., Poston K., Moore G., Elliott M. (2014). Buckling post buckling strength of friction stir welded aircraft stiffened panels. Proceedings of the Institution of Mechanical Engineers, Part G: Journal of Aerospace Engineering, 228(2), 178-192. |
2012 | EKMEKYAPAR TALHA,ÖZAKÇA MUSTAFA (2012). Lrfd and Eurocode 3 Specifications for Ultimate Load Carrying Capacity Evaluation of Steel Columns and Effects of Imperfections. SDU International Technologic Science, 4(3), 80-93 |
2009 | Cevik Abdulkadir, Atmaca Nihat, Ekmekyapar Talha, Guzelbey Ibrahim H. (2009). Flexural buckling load prediction of aluminium alloy columns using soft computing techniques. Expert Systems with Applications, 36(3), 6332-6342. |
Communications Presented and Published In a Book In The International Scientific Meetings |
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Year |
Content |
2014 | EKMEKYAPAR TALHA, GÖĞÜŞ MEHMET TOLGA, ÖZAKÇA MUSTAFA (2014). Tailoring Compression Performance of Cold Formed Steel Columns. 22nd International Specialty Conference on Cold-Formed Steel Structures, 143-155 |
2014 | Abbu Muthanna, EKMEKYAPAR TALHA, ÖZAKÇA MUSTAFA (2014). Effects of Dimensional Details on Behaviour of Composite Box Girder Bridges. Istanbul Bridge Conference-2014 |
2014 | Abbu Muthanna, EKMEKYAPAR TALHA, ÖZAKÇA MUSTAFA (2014). FE Analysis of Stresses in Composite Box Girder Bridges. International Civil Engineering and Architecture Symposium for Academicians (ICESA2014) |
2013 | Abbu Muthanna, EKMEKYAPAR TALHA, ÖZAKÇA MUSTAFA (2014). 3D FE Modeling of Shear Connector Behaviour with Partially Interaction. 11th International Congress on Advances in Civil Engineering (ACE 2014) |
2013 | GÖĞÜŞ MEHMET TOLGA ,EKMEKYAPAR TALHA, ÖZAKÇA MUSTAFA (2013). Virtual Testing Against Experiment for the Post buckling Behaviour of Cold Formed Steel Columns. International Balkans Conference on Challenges of Civil Engineering (BCCCE2013) |
2010 | ÖZAKÇA MUSTAFA, TAYŞİ NİLDEM, GÖĞÜŞ MEHMET TOLGA, EKMEKYAPAR TALHA (2010). Free Vibration Optimization of Two and Three Dimensional Trusses. 9th International Congress on Advances in Civil Engineering (ACE 2010) |
2010 | EKMEKYAPAR TALHA, TAYŞİ NİLDEM, GÖĞÜŞ MEHMET TOLGA, ÖZAKÇA MUSTAFA (2010). Buckling Optimization of Cold Formed Steel Members. 9th International Congress on Advances in Civil Engineering (ACE 2010) |
Communications Presented and Published In a Book In The National Scientific Meetings |
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Year |
Content |
2009 | EKMEKYAPAR TALHA,TAYŞİ NİLDEM,KOLCU FİLİZ,ÖZAKÇA MUSTAFA (2009). Takviyeli panellerin burkulma optimizasyonu. 3. Ulusal Çelik Yapılar Sempozyumu |
2009 | EKMEKYAPAR TALHA, TAYŞİ NİLDEM, ÖZAKÇA MUSTAFA (2009). Takviyeli Panellerin Burkulmasında Yastık ve Flanş Elemanlarının Etkileri. XVI. Ulusal Mekanik Kongresi |
Other Publications |
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Year |
Content |
2014 | Editörler: Talha EKMEKYAPAR, Mustafa ÖZAKÇA. Mechanics of Materials -Mukavemet, Nobel Yayınevi. Basım saysı:1, ISBN:978-605-133-878-1, İngilizce ders kitabı (Kitap Tercümesi). |