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2016

Hrynyk, Trevor D. “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.

2017

Goh, C.Y.M. , and T.D. Hrynyk. “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.

Wald, David , Trevor D Hrynyk, and Oguzhan Bayrak. “High Tech Concrete: Where Technology and Engineering Meet”. Modelling the Multi-directional Distribution of ASR-Induced RC Expansions (2017).

Wald, D. , T.D. Hrynyk, and O. Bayrak. “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.

Goh, Chong Yik M, and Trevor Hrynyk. “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.

Choi, Jongkwon , Clint R Woods, Trevor D Hrynyk, and Oguzhan Bayrak. “Experimental investigation of delamination behavior in curved post-tensioned concrete structures”. IASMiRT (2017). https://repository.lib.ncsu.edu/bitstream/handle/1840.20/36080/SMiRT-24_06-04-05.pdf?sequence=1.

Martinez, GA , KS Beiter, AR Ghiami Azad, GE Polo, RL Shinn, TD Hrynyk, and O Bayrak. “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.

Kim, H , A Katz, J Salazar, R Abyaneh, H Yousefpour, T Hrynyk, and O Bayrak. “End-Region Serviceability and Shear Strength of Precast, Pretensioned I-girders employing 0.7-in. diameter strands”. PCI/NBC, Cleveland, OH (2017). https://scholar.google.com/scholar?cluster=12548953588484048695&hl=en&oi=scholarr.

Glikman, Mario , Gabriel Polo, Oguzhan Bayrak, and Trevor Hrynyk. “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.

Katz, A , H Yousefpour, H Kim, Alirezaei R Abyaneh, J Salazar, T Hrynyk, and O Bayrak. “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.

Hrynyk, Trevor D, and Frank J Vecchio. “Modeling of Reinforced and Fiber-Reinforced Concrete Slabs under Impact Loads”. ACI SP 321 (2017): 8.1-8.20. http://vectoranalysisgroup.com/journal_publications/jp107.pdf.

Salazar, Jessica , Hossein Yousefpour, Alex Katz, Roya Alirezaei Abyaneh, Hyun su Kim, David Garber, Trevor Hrynyk, and Oguzhan Bayrak. “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.

Wald, David M, Morgan T Allford, Oguzhan Bayrak, and Trevor D Hrynyk. “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.

Choi, Jongkwon , Clint R Woods, Trevor D Hrynyk, and Oguzhan Bayrak. “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.

2018

Wald, David , Trevor D Hrynyk, and Oguzhan Bayrak. “Modelling the Multi-directional Distribution of ASR-Induced RC Expansions”. In High Tech Concrete: Where Technology and Engineering Meet, 330-338. Springer, Cham, 2018. https://link.springer.com/chapter/10.1007/978-3-319-59471-2_40.

Yousefpour, Hossein , Hyun su Kim, Rodolfo Bonetti, Roya Alirezaei Abyaneh, Alex Katz, Alistair Longshaw, Jessica Salazar, Trevor Hrynyk, and Oguzhan Bayrak. End-Region Behavior and Shear Strength of Pretensioned Concrete Girders Employing 0.7-in. Diameter Strands. University of Texas at Austin, 2018. https://rosap.ntl.bts.gov/view/dot/36671.

Kim, H , Rodolfo Bonetti, Alistair Longshaw, Hossein Yousefpour, Trevor Hrynyk, and O Bayrak. “End-region cracking in pretensioned concrete girders employing 0.7-in. strands: Time-dependent and service-load effects”. Proc., PCI 2018 Convention and National Bridge Conf. Chicago: PCI, 2018. https://www.pci.org/PCI_Docs/Papers/2018/37_Final_Paper.pdf.

Choi, Jongkwon , Clint R Woods, and Trevor D Hrynyk. “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.

Khosravikia, Farid , Hyun su Kim, Yousun Yi, Heather Wilson, Hossein Yousefpour, Trevor Hrynyk, and Oguzhan Bayrak. “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.

Salazar, J , H Yousefpour, Alirezaei R Abyaneh, H s Kim, A Katz, T Hrynyk, and O Bayrak. “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.

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E2 2320

519-888-4567, ext. 32307

thrynyk@uwaterloo.ca

University of Waterloo

University of Waterloo

43.471468

-80.544205

200 University Avenue West

Waterloo, ON, Canada N2L 3G1

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