| Torsion analysis of thin-walled beams including shear deformation effects RE Erkmen, M Mohareb Thin-walled structures 44 (10), 1096-1108, 2006 | 71 | 2006 |
| A plastic-damage model for concrete under compression A Sarikaya, RE Erkmen International Journal of Mechanical Sciences 150, 584-593, 2019 | 61 | 2019 |
| Buckling analysis of thin-walled open members—A finite element formulation RE Erkmen, M Mohareb Thin-walled structures 46 (6), 618-636, 2008 | 61 | 2008 |
| Lateral–torsional buckling analysis of thin-walled beams including shear and pre-buckling deformation effects RE Erkmen, MM Attard International Journal of Mechanical Sciences 53 (10), 918-925, 2011 | 46 | 2011 |
| Nonlinear elastic analysis of composite beams curved in-plan RE Erkmen, MA Bradford Engineering Structures 31 (7), 1613-1624, 2009 | 45 | 2009 |
| Time-dependent creep and shrinkage analysis of composite beams curved in-plan RE Erkmen, MA Bradford Computers & structures 89 (1-2), 67-77, 2011 | 41 | 2011 |
| Innovative construction material technologies for sustainable and resilient civil infrastructure A Soliman, G Hafeez, E Erkmen, R Ganesan, M Ouf, A Hammad, U Eicker, ... Materials Today: Proceedings 60, 365-372, 2022 | 35 | 2022 |
| Shear deformable hybrid finite-element formulation for buckling analysis of thin-walled members RE Erkmen Finite Elements in Analysis and Design 82, 32-45, 2014 | 35 | 2014 |
| Buckling analysis of thin-walled open members—A complementary energy variational principle RE Erkmen, M Mohareb Thin-Walled Structures 46 (6), 602-617, 2008 | 33 | 2008 |
| Bridging multi-scale approach to consider the effects of local deformations in the analysis of thin-walled members RE Erkmen Computational Mechanics 52, 65-79, 2013 | 26 | 2013 |
| Time-dependent response of spatially curved steel-concrete composite members. I: Computational modeling X Liu, MA Bradford, RE Erkmen Journal of structural Engineering 139 (12), 04013004, 2013 | 21 | 2013 |
| Treatment of slip locking for displacement‐based finite element analysis of composite beam–columns RE Erkmen, MA Bradford International journal for numerical methods in engineering 85 (7), 805-826, 2011 | 19 | 2011 |
| Displacement-based finite element formulations for material-nonlinear analysis of composite beams and treatment of locking behaviour RE Erkmen, MM Attard Finite elements in analysis and design 47 (12), 1293-1305, 2011 | 18 | 2011 |
| Modelling equivalent elastic properties of imperfectly bonded soil-rock mixtures using an XFEM-based computational homogenization E Norouzi, B Li, RE Erkmen Computers and Geotechnics 144, 104638, 2022 | 17 | 2022 |
| Creep and shrinkage analysis of curved composite beams with partial interaction X Liu, RE Erkmen, MA Bradford International journal of mechanical sciences 58 (1), 57-68, 2012 | 17 | 2012 |
| Coupling of finite element and meshfree methods for locking‐free analysis of shear‐deformable beams and plates E Erkmen, MA Bradford Engineering Computations 28 (8), 1003-1027, 2011 | 16 | 2011 |
| Time-dependent response of spatially curved steel-concrete composite members. II: Curved-beam experimental modeling X Liu, MA Bradford, RE Erkmen Journal of Structural Engineering 139 (12), 04013003, 2013 | 15 | 2013 |
| Non-linear inelastic analysis of steel–concrete composite beams curved in-plan X Liu, MA Bradford, RE Erkmen Engineering structures 57, 484-492, 2013 | 14 | 2013 |
| Elimination of slip-locking in composite beam-column analysis by using the element-free Galerkin method RE Erkmen, MA Bradford Computational Mechanics 46, 911-924, 2010 | 14 | 2010 |
| Nonlinear quasi-viscoelastic behavior of composite beams curved in-plan RE Erkmen, MA Bradford Journal of Engineering Mechanics 137 (4), 238-247, 2011 | 13 | 2011 |
Mario M. AttardAssociate Professor, School of Civil and Environmental Engineering, University of New South Wales在 unsw.edu.au 的电子邮件经过验证