Publications
“MEASURING FRICTION LOSSES OF LARGE-ANGLE POST-TENSIONED CONCRETE WALLS”. In PCI Convention and National Bridge Conference, 2018. https://d1wqtxts1xzle7.cloudfront.net/64092833/FRICTION%20TEST.pdf?1596533135=&response-content-disposition=inline%3B+filename%3DMEASURING_FRICTION_LOSSES_OF_LARGE_ANGLE.pdf&Expires=1625078033&Signature=Cu5fyoSCfRvQb4aX6uwcHfpw8EKSN-FRK33TQUhIjPbnqXIWOwek.
. “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.
. “End-region behavior of pretensioned I-girders employing 0.7 in.(17.8 mm) strands”. ACI Structural Journal 15, no. 1 (2018): 91-102. https://www.researchgate.net/profile/Trevor-Hrynyk-2/publication/318538367_End-Region_Behavior_of_Pretensioned_I-Girders_Employing_07_in_178_mm_Strands/links/5a4e80670f7e9bbfacfc304e/End-Region-Behavior-of-Pretensioned-I-Girders-Employing-07-in-178-mm-Str.
. “Detection of the onset of delamination in a post-tensioned curved concrete structure using hidden Markov modeling of acoustic emissions”. In Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems 2018, 10598:1059821. International Society for Optics and Photonics, 2018. https://www.spiedigitallibrary.org/conference-proceedings-of-spie/10598/1059821/Detection-of-the-onset-of-delamination-in-a-post-tensioned/10.1117/12.2296624.short?SSO=1.
. “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.
. “IABSE Conference, Vancouver 2017: Engineering the Future - Report”. Toward practical modelling of reinforced concrete flat slab systems (2017). http://www.scopus.com/inward/record.url?eid=2-s2.0-85049621486&partnerID=MN8TOARS.
. “High Tech Concrete: Where Technology and Engineering Meet”. Modelling the Multi-directional Distribution of ASR-Induced RC Expansions (2017).
. “High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium”. Modelling the multi-directional distribution of ASR-induced RC expansions (2017). http://www.scopus.com/inward/record.url?eid=2-s2.0-85025685865&partnerID=MN8TOARS.
. “Toward Practical Modelling of Reinforced Concrete Flat Slab Systems”. Toward Practical Modelling of Reinforced Concrete Flat Slab Systems (2017). https://doi.org/10.2749/vancouver.2017.1122.
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“Testing and Analysis of Two Deep Beams Designed Using Strut-and-Tie Method.”. ACI Structural Journal 114, no. 6 (2017): 1531-1542. https://www.researchgate.net/profile/Trevor-Hrynyk-2/publication/319597891_Testing_and_Analysis_of_Two_Deep_Beams_Designed_Using_Strut-and-Tie_Method/links/5a0a1da70f7e9bb949f96ee8/Testing-and-Analysis-of-Two-Deep-Beams-Designed-Using-Strut-and-Tie-Method.
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“Application of an inclined shear reinforcing assembly for slab-column connections”. ACI SP 321 (2017): 7.1-7.20. https://www.researchgate.net/profile/Trevor-Hrynyk-2/publication/320716385_Application_of_an_Inclined_Shear_Reinforcing_Assembly_for_Slab-Column_Connections/links/59f73f190f7e9b553ebed8c4/Application-of-an-Inclined-Shear-Reinforcing-Assembly-for-Slab-Colu.
. “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.
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“Benefits of using 0.7 in.(18 mm) diameter strands in precast, pretensioned girders: A parametric investigation”. PCI Journal 62, no. 6 (2017): 59-75. https://www.pci.org/PCI_Docs/Publications/PCI%20Journal/2017/November-December/Benefits_of_using_0.7%20in._18_mm_diameter_strands_in_precast_pretensioned_girders_A_parametric_investigation%20.pdf.
. “Development and multiaxial distribution of expansions in reinforced concrete elements affected by alkali–silica reaction”. Structural Concrete 19, no. 6 (2017): 914-928. https://onlinelibrary.wiley.com/doi/abs/10.1002/suco.201600220.
. “Behavior of Curved Post-Tensioned Concrete Structures without Through-Thickness Reinforcement”. ACI Structural Journal 114, no. 4 (2017): 983-994. https://www.researchgate.net/profile/Trevor-Hrynyk-2/publication/316903159_Behavior_of_Curved_Post-Tensioned_Concrete_Structures_without_Through-Thickness_Reinforcement/links/5950905a458515433839e455/Behavior-of-Curved-Post-Tensioned-Concrete-Structures-w.
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