| Self-centering behavior of unbonded, post-tensioned precast concrete shear walls B Erkmen, AE Schultz Journal of Earthquake Engineering 13 (7), 1047-1064, 2009 | 171 | 2009 |
| A computational workflow for rupture‐to‐structural‐response simulation and its application to Istanbul W Zhang, D Restrepo, JGF Crempien, B Erkmen, R Taborda, A Kurtulus, ... Earthquake Engineering & Structural Dynamics 50 (1), 177-196, 2021 | 28 | 2021 |
| Effects of unbonded steel layout on seismic behavior of post-tensioned precast concrete shear walls B Erkmen Bulletin of Earthquake Engineering 19 (1), 179-201, 2021 | 17 | 2021 |
| Self-compacting concrete (SCC) for prestressed bridge girders B Erkmen, CK Shield, CE French Minnesota Department of Transportation, 2008 | 14 | 2008 |
| Time-dependent behavior of full-scale self-consolidating concrete precast prestressed girders B Erkmen, CK Shield, CE French Special Publication 247, 139-154, 2007 | 14 | 2007 |
| Self-centering behavior of unbonded precast concrete shear walls B Erkmen, AE Schultz Earthquake Resistant Engineering Structures VI 93, 185-194, 2007 | 13 | 2007 |
| Analysis of offshore wind turbine by considering soil-pile-structure interaction: effects of foundation and sea-wave properties MM Fard, A Erken, B Erkmen, A Ansal Journal of Earthquake Engineering 26 (14), 7222-7244, 2022 | 11 | 2022 |
| Comparison of blast analysis methods for modular steel structures B Erkmen Teknik Dergi 29 (2), 8253-8277, 2018 | 6 | 2018 |
| Evaluation of code provisions for seismic performance of unachored liquid storage tanks B Erkmen COMPDYN 2017-Proceedings of the 6th International Conference on …, 2017 | 6 | 2017 |
| Development of Self-Consolidating Concrete for Bridge Girders and Evaluation of Its Fresh Properties B Erkmen, CEW French, CK Shield The 2005 Mid-Continent Transportation Research SymposiumIowa Department of …, 2005 | 4 | 2005 |
| Evaluation of seismic design provisions for a drift and inter-story drift relationship B Erkmen Earthquake Resistant Engineering Structures X 1, 21, 2015 | 3 | 2015 |
| Seismic design factors for precast concrete shear wall parking garages AE Schultz, B Erkmen, RA Magana Proceedings of the 13th world conference on earthquake engineering Vancouver, 2004 | 3 | 2004 |
| Numerical modeling of the offshore wind turbine monopile foundation under environmental loading MM Fard, A Erken, B Erkmen, A Ansal Earthquake Geotechnical Engineering for Protection and Development of …, 2019 | 2 | 2019 |
| Comparison of blast performance of steel modular buildings with anchored and sliding foundations B Erkmen Proceedings of Eurosteel, 2017 | 2 | 2017 |
| Seismic Performance Evaluation and Retrofit of Liquid Storage Tanks-Case Study B ERKMEN Sakarya University Journal of Science 26 (2), 347-356, 2022 | 1 | 2022 |
| Determination of Effective Breadth Width of Steel Plate‐Stiffener Based on Nonlinear FE Analysis B Erkmen, BT Kilic ce/papers 3 (3-4), 829-834, 2019 | 1 | 2019 |
| 06.07: Comparison of Blast Performance of Steel Modular Buildings with Anchored and Sliding Foundations B Erkmen ce/papers 1 (2-3), 1463-1472, 2017 | 1 | 2017 |
| Self-compacting concrete for prestressed bridge girders B Erkmen University of Minnesota, 2008 | 1 | 2008 |
| Seismic design factors for precast concrete shear wall structures B Erkmen University of Minnesota, 2004 | 1 | 2004 |
| Analysis of Offshore Wind Turbine by Considering Soil-Pile-Structure Interaction: Effect of Sea-Wave Load Duration M Massah-Fard, A Erken, B Erkmen, A Ansal Journal of Earthquake Engineering, 1-19, 2024 | | 2024 |
