| Life cycle assessment multi-objective optimization and deep belief network model for sustainable lightweight aggregate concrete F Dabbaghi, A Tanhadoust, ML Nehdi, S Nasrollahpour, M Dehestani, ... Journal of Cleaner Production 318, 128554, 2021 | 38 | 2021 |
| Evaluation of fracture energy, toughness, brittleness, and fracture process zone properties for lightweight concrete exposed to high temperatures F Dabbaghi, H Fallahnejad, S Nasrollahpour, M Dehestani, H Yousefpour Theoretical and Applied Fracture Mechanics 116, 103088, 2021 | 33 | 2021 |
| Residual compressive stress–strain relationship of lightweight aggregate concrete after exposure to elevated temperatures F Dabbaghi, M Dehestani, H Yousefpour, H Rasekh, S Navaratnam Construction and Building Materials 298, 123890, 2021 | 30 | 2021 |
| Residual mechanical properties of concrete containing lightweight expanded clay aggregate (LECA) after exposure to elevated temperatures F Dabbaghi, M Dehestani, H Yousefpour Structural Concrete 23 (4), 2162-2184, 2022 | 28 | 2022 |
| 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 | 23 | 2018 |
| Optimization of Concrete Mixtures Containing Lightweight Expanded Clay Aggregates Based on Mechanical, Economical, Fire-Resistance, and Environmental Considerations F Dabbaghi, S Nasrollahpour, M Dehestani, H Yousefpour Journal of Materials in Civil Engineering 34 (2), 04021445, 2022 | 18 | 2022 |
| Investigation of corbels designed according to strut-and-tie and empirical methods HR Wilson | 18 | 2017 |
| Experimental and numerical investigation on post-fire seismic performance of light weight aggregate reinforced concrete beams F Dabbaghi, TY Yang, A Tanhadoust, SB Emadi, M Dehestani, ... Engineering Structures 268, 114791, 2022 | 16 | 2022 |
| Investigation on optimal lightweight expanded clay aggregate concrete at high temperature based on deep neural network F Dabbaghi, A Tanhadoust, ML Nehdi, M Dehestani, H Yousefpour Structural Concrete 23 (6), 3727-3753, 2022 | 15 | 2022 |
| Flexural behavior of lightweight concrete beams reinforced with GFRP bars and prestressed with steel strands MH Omrani, M Dehestani, H Yousefpour Structural Concrete, 2020 | 15 | 2020 |
| Benefits of Using 0.7 in. (18 mm) Diameter Strands in Precast, Pretensioned Girders: A Parametric Investigation J Salazar, H Yousefpour, A Katz, R Alirezaei Abyaneh, H Kim, D Garber, ... PCI Journal 62 (6), 59-75, 2017 | 10 | 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 | 9 | 2018 |
| Residual bond‐slip behavior in reinforced concrete members exposed to elevated temperatures F Asghari Ghajari, H Yousefpour Structural Concrete 24 (3), 3281-3298, 2023 | 7 | 2023 |
| High-Temperature Behavior of Lightweight-Aggregate Reinforced Concrete Beams F Dabbaghi, A Tanhadoust, ML Nehdi, M Dehestani, H Yousefpour, ... ACI Materials Journal 119 (5), 199-212, 2022 | 7 | 2022 |
| Construction Stresses in the World's First Precast Network Arch Bridge H Yousefpour, T Helwig, O Bayrak PCI Journal 60 (5), 30-47, 2015 | 7 | 2015 |
| Construction Stresses in the World's First Precast Network Arch Bridge H Yousefpour, T Helwig, O Bayrak PCI 2014 Convention and National Bridge Conference, 2014 | 7* | 2014 |
| 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 | 6 | 2017 |
| 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 |
| Postfire strength of channel-type shear connectors E Maliji, H Yousefpour Journal of Structural Engineering 149 (10), 04023141, 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 |
HYUNSU KIMStructural Specialist, COWI North America, Inc.Verified email at utexas.edu
