| Flexural behavior of lightly and heavily reinforced steel fiber concrete beams HC Mertol, E Baran, HJ Bello Construction and Building Materials 98, 185-193, 2015 | 109 | 2015 |
| Effects of cast-in-place concrete topping on flexural response of precast concrete hollow-core slabs E Baran Engineering Structures 98, 109-117, 2015 | 106 | 2015 |
| An experimental study on channel type shear connectors E Baran, C Topkaya Journal of Constructional Steel Research 74, 108-117, 2012 | 87 | 2012 |
| Pull-out behavior of prestressing strands in steel fiber reinforced concrete E Baran, T Akis, S Yesilmen Construction and building materials 28 (1), 362-371, 2012 | 74 | 2012 |
| Behavior of cold-formed steel wall panels under monotonic horizontal loading E Baran, C Alica Journal of Constructional Steel Research 79, 1-8, 2012 | 71 | 2012 |
| Behavior of steel–concrete partially composite beams with channel type shear connectors E Baran, C Topkaya Journal of Constructional Steel Research 97, 69-78, 2014 | 37 | 2014 |
| Experimental and numerical analysis of a bolted connection in steel transmission towers E Baran, T Akis, G Sen, A Draisawi Journal of Constructional Steel Research 121, 253-260, 2016 | 32 | 2016 |
| Damage in reinforced-concrete buildings during the 2011 Van, Turkey, earthquakes E Baran, HC Mertol, B Gunes Journal of Performance of Constructed Facilities 28 (3), 466-479, 2014 | 30 | 2014 |
| Performance of a moment resisting beam-column connection for precast concrete construction E Baran, M Mahamid, M Baran, M Kurtoglu, I Torra-Bilal Engineering Structures 246, 113005, 2021 | 24 | 2021 |
| A comparison of methods for experimentally determining prestress losses in pretensioned prestressed concrete girders E Baran, CK Shield, CE French Special Publication 231, 161-180, 2005 | 24 | 2005 |
| Flexural strength design criteria for concrete beams reinforced with high-strength steel strands E Baran, T Arsava Advances in Structural Engineering 15 (10), 1781-1792, 2012 | 22 | 2012 |
| Strength and stiffness of floor trusses fabricated from cold-formed steel lipped channels Ç Dizdar, E Baran, C Topkaya Engineering Structures 181, 437-457, 2019 | 20 | 2019 |
| Tension tests on cast-in-place inserts: The influence of reinforcement and prestress E Baran, AE Schultz, CE French PCI journal 51 (5), 88, 2006 | 17 | 2006 |
| Cyclic behaviour of precast beam-to-column connections: An experimental and numerical investigation I Torra-Bilal, M Mahamid, E Baran Structures 35, 939-957, 2022 | 16 | 2022 |
| Analysis of the flexural strength of prestressed concrete flanged sections E Baran, CE French, AE Schultz PCI journal 50 (1), 74-93, 2005 | 11 | 2005 |
| Behavior of channel connectors in steel-concrete composite beams with precast slabs P Arıkoğlu, E Baran, C Topkaya Journal of Constructional Steel Research 172, 106167, 2020 | 10 | 2020 |
| Nonlinear fiber modeling of steel-concrete partially composite beams with channel connectors A Ozturk, E Baran, C Tort KSCE Journal of Civil Engineering 23, 2227-2242, 2019 | 10 | 2019 |
| Analysis of the effects of vertical pre-release cracks on prestressed concrete bridge girders E Baran, CE French PCI journal 49 (6), 114-130, 2004 | 10 | 2004 |
| Testing and analysis of different hold down devices for CFS construction BM Pehlivan, E Baran, C Topkaya Journal of Constructional Steel Research 145, 97-115, 2018 | 9 | 2018 |
| Experimental and numerical analysis of cold-formed steel floor trusses with concrete filled compression chord H Güldür, E Baran, C Topkaya Engineering Structures 234, 111813, 2021 | 8 | 2021 |
