| Experimental and numerical assessment of corbels designed based on strut-and-tie provisions F Khosravikia, H Kim, Y Yi, H Wilson, H Yousefpour, T Hrynyk, O Bayrak Journal of Structural Engineering 144 (9), 04018138, 2018 | 27 | 2018 |
| Benefits of using 0.7 in.(18 mm) diameter strands in precast, pretensioned girders: A parametric investigation J Salazar, H Yousefpour, A Katz, RA Abyaneh, HS Kim, D Garber, ... PCI Journal 62 (6), 59-75, 2017 | 12 | 2017 |
| End-region behavior of pretensioned I-girders employing 0.7 in.(17.8 mm) strands J Salazar, H Yousefpour, RA Abyaneh, H Kim, A Katz, T Hrynyk, O Bayrak ACI Structural Journal 115 (1), 91-14, 2018 | 10 | 2018 |
| 3D Strut-and-Tie Modeling for Design of Drilled Shaft Footings Under Biaxial Eccentric Loading Y Yi, H Km, HC Wang, ZD Webb, B Oguzhan University of Texas at Austin. Center for Transportation Research, 2022 | 7 | 2022 |
| Shear Performance of Pretensioned Concrete I-Girders Employing 0.7 in.(17.8 mm) Strands. A Katz, H Yousefpour, H Kim, RA Abyaneh, J Salazar, T Hrynyk, O Bayrak ACI Structural Journal 114 (5), 2017 | 7 | 2017 |
| Modeling damage and failure in pretensioned concrete girders fabricated with large-diameter strands R Alirezaei Abyaneh, J Salazar, A Katz, HS Kim, H Yousefpour, T Hrynyk, ... Journal of Bridge Engineering 24 (8), 04019073, 2019 | 5 | 2019 |
| End-Region Behavior and Shear Strength of Pretensioned Concrete Girders Employing 0.7-in. Diameter Strands H Yousefpour, HS Kim, R Bonetti, RA Abyaneh, A Katz, A Longshaw, ... University of Texas at Austin. Center for Transportation Research, 2018 | 4 | 2018 |
| End-Region Serviceability and Shear Strength of Precast, Pretensioned I-Girders Employing 0.7-in. Diameter Strands H Kim, A Katz, J Salazar, R Abyaneh, H Yousefpour, T Hrynyk, O Bayrak PCI 2017 Convention and National Bridge Conference, 2017 | 4 | 2017 |
| Effects of Reinforcement Details on Behavior of Drilled Shaft Footings H Kim, RA Boehm, Y Yi, S Mühlberg, ZD Webb, J Choi, J Murcia-Delso, ... ACI Structural Journal 120 (1), 285-301, 2023 | 3 | 2023 |
| End-Region Cracking in Pretensioned Concrete Girders Employing 0.7-in. Strands: Time-Dependent and Service-Load Effects H Kim, R Bonetti, A Longshaw, H Yousefpour, T Hrynyk, O Bayrak PCI 2018 Convention and National Bridge Conference, 2018 | 3 | 2018 |
| Experimental Study on Column Reinforcing Bar Anchorage in Drilled-Shaft Footings Y Yi, H Kim, RA Boehm, ZD Webb, J Choi, J Murcia-Delso, TD Hrynyk, ... ACI Structural Journal, 0 | 2* | |
| Numerical Parametric Study on Structural Response of Drilled Shaft Footings Subjected to Concentric Axial Force Y Yi, H Kim, TD Hrynyk, J Murcia-Delso, O Bayrak Journal of Structural Engineering 150 (10), 04024132, 2024 | | 2024 |
| Experimental Study on Drilled Shaft Reinforcing Bar Anchorage in Footings Y Yi, H Kim, J Choi, J Murcia-Delso, O Bayrak ACI Structural Journal, 2023 | | 2023 |
| 3D Strut-and-Tie Modeling for Design of Drilled Shaft Footings under Biaxial Eccentric Loading [Project Summary] O Bayrak, Y Yi, H Kim, HC Wang, ZD Webb University of Texas at Austin. Center for Transportation Research, 2022 | | 2022 |
| 0-6953: Strut-and-Tie Modeling and Design of Drilled Shaft Footings [Project Summary] O Bayrak, Y Yi, H Kim, RA Boehm, ZD Webb, HC Wang, J Choi, ... University of Texas at Austin. Center for Transportation Research, 2021 | | 2021 |
