Publications
“Experimental and Numerical Assessment of Corbels Designed Based on Strut-and-Tie Provisions”. Journal of Structural Engineering 144, no. 9 (2018): 04018138. https://ascelibrary.org/doi/abs/10.1061/(ASCE)ST.1943-541X.0002137.
. “Shear Performance of Pretensioned Concrete I-Girders Employing 0.7 in.(17.8 mm) Strands.”. ACI Structural Journal 114, no. 5 (2017): 1273-1284. https://www.researchgate.net/profile/Trevor-Hrynyk-2/publication/318333551_Shear_Performance_of_Pretensioned_Concrete_I-Girders_Employing_07_in_178_mm_Strands/links/59b841af0f7e9bc4ca391a74/Shear-Performance-of-Pretensioned-Concrete-I-Girders-Employing-07.
. “REDUCED-COST MODELLING OF REINFORCED CONCRETE INFRASTRUCTURE UNDER HIGH-MASS LOW-VELOCITY IMPACT”. In PROTECT 2019, 7th International Colloquium on Performance, Protection & Strengthening of Structures Under Extreme Loading & Events, Proceedings, 173-185, 2019, 173-185. https://www.researchgate.net/profile/Trevor-Hrynyk-2/publication/335880956_REDUCED-COST_MODELLING_OF_REINFORCED_CONCRETE_INFRASTRUCTURE_UNDER_HIGH-MASS_LOW-VELOCITY_IMPACT/links/5e21c82192851cafc38c6002/REDUCED-COST-MODELLING-OF-REINFORCED-CONCRETE-INFRAS.
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“Modeling of steel-concrete composite elements under in-plane and out-of-plane loads”. Journal of Structural Engineering 142, no. 10 (2016): 04016080. https://ascelibrary.org/doi/abs/10.1061/(ASCE)ST.1943-541X.0001554.
. “Modeling of Reinforced Concrete Slabs under High-Mass Low-Velocity Impact”. In Response of Structures uner Extreme Loading, 651-658. DEStech Publications, Inc., 2015. https://www.researchgate.net/profile/Trevor-Hrynyk-2/publication/279798819_Modeling_of_Reinforced_Concrete_Slabs_under_High-Mass_Low-Velocity_Impact/links/5c7aac9f299bf1268d33314b/Modeling-of-Reinforced-Concrete-Slabs-under-High-Mass-Low-Velocity-Impact.p.
. “THE INFLUENCE OF LATERAL EXPANSIONS ON THE RESPONSE OF STEEL-CONCRETE COMPOSITE STRUCTURES”. 23rd Conference on Structural Mechanics in Reactor Technology (SMiRT 23) (2015). https://scholar.google.com/scholar?cluster=5352135857163409464&hl=en&oi=scholarr.
. “Capturing out-of-plane shear failures in the analysis of reinforced concrete shells”. Journal of Structural Engineering 141, no. 12 (2015): 04015058. https://ascelibrary.org/doi/abs/10.1061/(ASCE)ST.1943-541X.0001311.
. “Behavior of Steel Fiber-Reinforced Concrete Slabs Under Impact Loads”. ACI Structural Journal 111, no. 5 (2014): 1213-1224. http://www.vectoranalysisgroup.com/journal_publications/jp88.pdf.
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“Comparing slenderness effects on the out-of-plane behavior of URM infills using modern retrofits”. Fourth International Conference on FRP Composites in Civil Engineering (CICE2008), 2008. http://citeseerx.ist.psu.edu/viewdoc/download?doi=10.1.1.689.9655&rep=rep1&type=pdf.
. “Out-of-plane behavior of URM arching walls with modern blast retrofits: Experimental results and analytical model”. Journal of structural engineering 134, no. 10 (2008): 1589-1597. https://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9445(2008)134:10(1589).
. “An analytical approach to predict the out-of-plane behavior of FRP retrofitted masonry infill walls with arching action”. In Proc., 3rd Int. Conf. Advanced Composites in Construction, 320-327, 2007, 320-327. https://d1wqtxts1xzle7.cloudfront.net/52037379/AN_ANALYTICAL_APPROACH_TO_PREDICT_THE_OU20170305-3845-a5p7rz.pdf?1488766767=&response-content-disposition=inline%3B+filename%3DAn_analytical_approach_to_predict_the_ou.pdf&Expires=1624981526&Signature=HiA~-AN.
. “Comparative study on the out-of-plane behavior of retrofitted masonry wall systems with arching action”. 10th North American Masonry Conference (2007): 305-316. https://scholar.google.com/scholar?cluster=6512304249608729352&hl=en&oi=scholarr.
. “Cracked Continuum Modeling of Reinforced Concrete Elements under Impact” Special Publication, no. 347 (2021): 85-105. https://www.utoledo.edu/engineering/faculty/serhan-guner/docs/JP19_Guner_et_al_2021_Impact.pdf.
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“Numerical investigation of the punching resistance of reinforced concrete flat plates”. Journal of Structural Engineering 144, no. 10 (2018): 04018166. https://ascelibrary.org/doi/abs/10.1061/%28ASCE%29ST.1943-541X.0002142.
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