Kent Harries

PhD, Civil Engineering and Applied Mechanics, McGill University, 1995

M.Eng, Civil Engineering and Applied Mechanics (Structural Engineering), McGill University, 1992

B.Eng, Civil Engineering and Applied Mechanics, McGill University, 1991

Alabdulkarim, A., Harries, K.A., Tamayo, C., Shahrooz, B.M., Miller, R.A., & Castrodale, R.W. (2024). Bond Characterization of 17.8-mm (0.7-in.) Diameter Prestressing Strand. Journal of Bridge Engineering, 29(4).American Society of Civil Engineers (ASCE). doi: 10.1061/jbenf2.beeng-6586.

Bolduc, M.W., Shahrooz, B.M., Harries, K.A., Miller, R.A., Russell, H.G., & Potter, W.A. (2023). Experimental background behind new AASHTO LRFD specifications for partially debonded strands. PCI JOURNAL, 68(2), 71-87.Precast/Prestressed Concrete Institute. doi: 10.15554/pcij68.2-01.

Chen, X., Wang, Z., Li, X., Leng, Y., Harries, K.A., & Xu, Q. (2023). Torsional strengthening using carbon fiber reinforced polymer of reinforced concrete beams subject to combined bending, shear and torsion. ADVANCES IN STRUCTURAL ENGINEERING, 26(2), 272-286.SAGE Publications. doi: 10.1177/13694332221124624.

Leng, Y., Xu, Q., Wang, M., Guo, H., Harries, K.A., & Chen, L. (2023). Experimental study of withdrawal behavior of self-tapping screws in laminated bamboo. CONSTRUCTION AND BUILDING MATERIALS, 363, 129890.Elsevier BV. doi: 10.1016/j.conbuildmat.2022.129890.

Tamayo, C.A., Shahrooz, B.M., Harries, K.A., Miller, R.A., & Castrodale, R.W. (2023). Performance Evaluation of Prestressed Girders with 17.8-mm (0.7-in.) Strands. Journal of Bridge Engineering, 28(12).American Society of Civil Engineers (ASCE). doi: 10.1061/jbenf2.beeng-6300.

Tatar, J., Viniarski, C., Ishfaq, M., Harries, K.A., & Head, M. (2023). Effect of U-Wrap Anchors on Flexural Behavior of Reinforced Concrete Beams Flexurally Strengthened with Externally Bonded CFRP Sheets. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 27(1).American Society of Civil Engineers (ASCE). doi: 10.1061/JCCOF2.CCENG-3924.

Wang, M., Zhou, B., Harries, K.A., Chen, X., Zhang, F., & Xu, Q. (2023). Seismic performance evaluation of a five-story column-and-beam glulam frame with steel-timber buckling restrained braces. Journal of Building Engineering, 80, 108045.Elsevier BV. doi: 10.1016/j.jobe.2023.108045.

Wang, Z., Zhang, F., Jiang, L., Zhang, Y., Harries, K.A., Wang, Y., & Xu, Q. (2023). Shake Table Testing of Masonry Infilled Chuandou Timber Frame Strengthened Using a Simple, Inexpensive Approach. JOURNAL OF EARTHQUAKE ENGINEERING, 27(9), 2460-2480.Informa UK Limited. doi: 10.1080/13632469.2022.2121330.

Xu, Q., Wang, M., Chen, L., Harries, K.A., Song, X., & Wang, Z. (2023). Mechanical performance of notched shear connections in CLT-concrete composite floor. JOURNAL OF BUILDING ENGINEERING, 70, 106364.Elsevier BV. doi: 10.1016/j.jobe.2023.106364.

Castillo, E.D.R., Harries, K.A., Rogers, R., & Kanitkar, R. (2022). FRP Tension Ties: State-of-the-Art Review of Existing Design Guidance for Debonding Capacity and Applicability to Concrete Diaphragm Seismic Strengthening. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 26(2).American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)CC.1943-5614.0001191.

Harries, K.A., Trujillo, D., Kaminski, S., & Lopez, L.F. (2022). Development of load tables for design of full-culm bamboo. EUROPEAN JOURNAL OF WOOD AND WOOD PRODUCTS, 80(3), 621-634.Springer Science and Business Media LLC. doi: 10.1007/s00107-022-01798-3.

Liu, K.W., Xu, Q.F., Wang, G., Chen, F.M., Leng, Y.B., Yang, J., & Harries, K.A. (2022). Research and Development Status of Different Types of Bamboo Structures. In Contemporary Bamboo Architecture in China. (pp. 31-57).Springer Singapore. doi: 10.1007/978-981-16-8309-1_3.

Liu, K.W., Xu, Q.F., Wang, G., Chen, F.M., Leng, Y.B., Yang, J., & Harries, K.A. (2022). Distribution of Bamboo Forest Resources and Species for Construction. In Contemporary Bamboo Architecture in China. (pp. 1-5).Springer Singapore. doi: 10.1007/978-981-16-8309-1_1.

Liu, K.W., Xu, Q.F., Wang, G., Chen, F.M., Leng, Y.B., Yang, J., & Harries, K.A. (2022). Types and Characteristics of Bamboo Materials for Construction Uses. In Contemporary Bamboo Architecture in China. (pp. 7-30).Springer Singapore. doi: 10.1007/978-981-16-8309-1_2.

Liu, K.W., Xu, Q.F., Wang, G., Chen, F.M., Leng, Y.B., Yang, J., & Harries, K.A. (2022). Case Studies. In Contemporary Bamboo Architecture in China. (pp. 79-260).Springer Singapore. doi: 10.1007/978-981-16-8309-1_6.

Liu, K.W., Xu, Q.F., Wang, G., Chen, F.M., Leng, Y.B., Yang, J., & Harries, K.A. (2022). Standards. In Contemporary Bamboo Architecture in China. (pp. 59-69).Springer Singapore. doi: 10.1007/978-981-16-8309-1_4.

Liu, K.W., Xu, Q.F., Wang, G., Chen, F.M., Leng, Y.B., Yang, J., & Harries, K.A. (2022). Opportunities and Challenges for the Modern Bamboo Construction Industry in China. In Contemporary Bamboo Architecture in China. (pp. 261-269).Springer Singapore. doi: 10.1007/978-981-16-8309-1_7.

Liu, K.W., Xu, Q.F., Wang, G., Chen, F.M., Leng, Y.B., Yang, J., & Harries, K.A. (2022). Contemporary Bamboo Architecture in China. Springer Singapore. doi: 10.1007/978-981-16-8309-1.

Liu, K.W., Xu, Q.F., Wang, G., Chen, F.M., Leng, Y.B., Yang, J., & Harries, K.A. (2022). International Organizations, Research Institutions, and Production and Processing Enterprises in China. In Contemporary Bamboo Architecture in China. (pp. 71-78).Springer Singapore. doi: 10.1007/978-981-16-8309-1_5.

Wang, M., Chen, X., Xu, Q., Harries, K.A., Leng, Y., & Chen, L. (2022). Numerical Simulation and Variability Analysis of Mechanical Behavior of Braced Glulam Frames. JOURNAL OF STRUCTURAL ENGINEERING, 148(10).American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)ST.1943-541X.0003466.

Wang, M., Harries, K.A., Zhao, Y., Xu, Q., Wang, Z., & Leng, Y. (2022). Variation of mechanical properties of P. edulis (Moso) bamboo with moisture content. CONSTRUCTION AND BUILDING MATERIALS, 324, 126629.Elsevier BV. doi: 10.1016/j.conbuildmat.2022.126629.

Wang, M., Xu, Q., Harries, K.A., Chen, L., Wang, Z., & Chen, X. (2022). Experimental study on mechanical performance of shear connections in CLT-concrete composite floor. ENGINEERING STRUCTURES, 269, 114842.Elsevier BV. doi: 10.1016/j.engstruct.2022.114842.

Wang, M., Zhao, Y., Xu, Q., Harries, K.A., Li, X., & Leng, Y. (2022). Experimental research on wood beams strengthened with engineered bamboo laminates attached with self-tapping screws. JOURNAL OF BUILDING ENGINEERING, 53, 104560.Elsevier BV. doi: 10.1016/j.jobe.2022.104560.

Wang, Z., Wang, M., Xu, Q., Harries, K.A., Dong, J., & Chen, L. (2022). Experimental and Numerical Study of Postfire Strengthening Methods for Fire-Damaged Two-Way Composite-Topped Precast Concrete Slabs. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 26(6).American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)CC.1943-5614.0001258.

Zhang, F., Li, X., Wang, Z., Tian, K., Harries, K.A., & Xu, Q. (2022). Experimental Study of the Seismic Performance of a Prefabricated Frame Rocking Wall Structure. BUILDINGS, 12(10), 1714.MDPI AG. doi: 10.3390/buildings12101714.

Akinbade, Y., & Harries, K.A. (2021). Is the rule of mixture appropriate for assessing bamboo material properties?. CONSTRUCTION AND BUILDING MATERIALS, 267, 120955.Elsevier BV. doi: 10.1016/j.conbuildmat.2020.120955.

Akinbade, Y., & Harries, K.A. (2021). Is the rule of mixture appropriate for assessing bamboo material properties? (vol 267, 120955, 2021). CONSTRUCTION AND BUILDING MATERIALS, 305, 124763.Elsevier BV. doi: 10.1016/j.conbuildmat.2021.124763.

Akinbade, Y., Nettleship, I., Papadopoulos, C., & Harries, K.A. (2021). Modelling full-culm bamboo as a naturally varying functionally graded material. WOOD SCIENCE AND TECHNOLOGY, 55(1), 155-179.Springer Science and Business Media LLC. doi: 10.1007/s00226-020-01246-6.

Ben-Alon, L., Loftness, V., Harries, K.A., & Hameen, E.C. (2021). Life cycle assessment (LCA) of natural vs conventional building assemblies. RENEWABLE & SUSTAINABLE ENERGY REVIEWS, 144, 110951.Elsevier BV. doi: 10.1016/j.rser.2021.110951.

Bolduc, M.W., Gaur, A., Shahrooz, B.M., Harries, K.A., Miller, R.A., & Russell, H.G. (2021). Closure to "Evaluation of Pretensioned Girders with Partial-Strand Debonding" by Mathew W. Bolduc, Avdhesh Gaur, Bahram M. Shahrooz, Kent A. Harries, Richard A. Miller, and Henry G. Russell. JOURNAL OF BRIDGE ENGINEERING, 26(11).American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)BE.1943-5592.0001795.

Gauss, C., Kadivar, M., Harries, K.A., & Jr, S.H. (2021). Chemical modification of Dendrocalamus asper bamboo with citric acid and boron compounds: Effects on the physical-chemical, mechanical and thermal properties. JOURNAL OF CLEANER PRODUCTION, 279, 123871.Elsevier BV. doi: 10.1016/j.jclepro.2020.123871.

Harries, K.A. (2021). ASCE 41 Seismic Assessment of FRP-Repaired Concrete Columns. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 25(2).American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)CC.1943-5614.0001111.

Li, X., Xiao, S., Gao, R., Harries, K.A., Wang, Z., & Xu, Q. (2021). Effects of grout sleeve defects and their repair on the seismic performance of precast concrete frame structures. ENGINEERING STRUCTURES, 242, 112619.Elsevier BV. doi: 10.1016/j.engstruct.2021.112619.

Wang, Z., Wang, M., Xu, Q., Harries, K.A., Li, X., & Gao, R. (2021). Experimental research on prestressed concrete hollow-core slabs strengthened with externally bonded bamboo laminates. ENGINEERING STRUCTURES, 244, 112786.Elsevier BV. doi: 10.1016/j.engstruct.2021.112786.

Xiao, S., Wang, Z., Li, X., Harries, K.A., Xu, Q., & Gao, R. (2021). Study of effects of sleeve grouting defects on the seismic performance of precast concrete shear walls. ENGINEERING STRUCTURES, 236, 111833.Elsevier BV. doi: 10.1016/j.engstruct.2020.111833.

Akinbade, Y., Harries, K.A., Sharma, B., & Ramage, M.H. (2020). Variation of through-culm wall morphology in P. edulis bamboo strips used in glue-laminated bamboo beams. CONSTRUCTION AND BUILDING MATERIALS, 232, 117248.Elsevier BV. doi: 10.1016/j.conbuildmat.2019.117248.

Ben-Alon, L., Loftness, V., Harries, K.A., Hameen, E.C., & Bridges, M. (2020). INTEGRATING EARTHEN BUILDING MATERIALS AND METHODS INTO MAINSTREAM CONSTRUCTION. JOURNAL OF GREEN BUILDING, 15(1), 87-106.College Publishing. doi: 10.3992/1943-4618.15.1.87.

Bolduc, M.W., Gaur, A., Shahrooz, B.M., Harries, K.A., Miller, R.A., & Russell, H.G. (2020). Evaluation of Pretensioned Girders with Partial-Strand Debonding. JOURNAL OF BRIDGE ENGINEERING, 25(8).American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)BE.1943-5592.0001585.

Gauss, C., Harries, K.A., Kadivar, M., Akinbade, Y., & Jr, S.H. (2020). Quality assessment and mechanical characterization of preservative-treated Moso bamboo (P. edulis). EUROPEAN JOURNAL OF WOOD AND WOOD PRODUCTS, 78(2), 257-270.Springer Science and Business Media LLC. doi: 10.1007/s00107-020-01508-x.

Harries, K.A., & Sharma, B. (2020). Nonconventional and Vernacular Construction Materials. 1-698.Elsevier. doi: 10.1016/c2017-0-04244-1.

Harries, K.A., & Sharma, B. (2020). Preface. xv-xvii.Elsevier. doi: 10.1016/b978-0-08-102704-2.05001-0.

Harries, K.A., Ben-Alon, L., & Sharma, B. (2020). Codes and standards development for nonconventional and vernacular materials. In Nonconventional and Vernacular Construction Materials. (pp. 81-100).Elsevier. doi: 10.1016/b978-0-08-102704-2.00004-4.

Leng, Y., Xu, Q., Harries, K.A., Chen, L., Liu, K., & Chen, X. (2020). Experimental study on mechanical properties of laminated bamboo beam-to-column connections. ENGINEERING STRUCTURES, 210, 110305.Elsevier BV. doi: 10.1016/j.engstruct.2020.110305.

Liu, T., Vieira, J.D., & Harries, K.A. (2020). Predicting Flange Local Buckling Capacity of Pultruded GFRP I-Sections Subject to Flexure. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 24(4).American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)CC.1943-5614.0001032.

Liu, T., Yang, J.Q., Feng, P., & Harries, K.A. (2020). Determining rotational stiffness of flange-web junction of pultruded GFRP I-sections. COMPOSITE STRUCTURES, 236, 111843.Elsevier BV. doi: 10.1016/j.compstruct.2019.111843.

Platt, S.L., Harries, K.A., & McCabe, M.J. (2020). Reinforced Concrete Bridge Deck Repair with Titanium NSM. In Lecture Notes in Civil Engineering. 44, (pp. 447-457).Springer Singapore. doi: 10.1007/978-981-13-9749-3_39.

Wang, Z., Li, X., Jiang, L., Wang, M., Xu, Q., & Harries, K. (2020). Long-term performance of lightweight aggregate reinforced concrete beams. CONSTRUCTION AND BUILDING MATERIALS, 264, 120231.Elsevier BV. doi: 10.1016/j.conbuildmat.2020.120231.

Widyowijatnoko, A., & Harries, K.A. (2020). Joints in bamboo construction. In Nonconventional and Vernacular Construction Materials. (pp. 561-596).Elsevier. doi: 10.1016/b978-0-08-102704-2.00020-2.

Akinbade, Y., Harries, K.A., Flower, C.V., Nettleship, I., Papadopoulos, C., & Platt, S. (2019). Through-culm wall mechanical behaviour of bamboo. CONSTRUCTION AND BUILDING MATERIALS, 216, 485-495.Elsevier BV. doi: 10.1016/j.conbuildmat.2019.04.214.

Akinbade, Y., Harries, K.A., Flower, C.V., Nettleship, I., Papadopoulos, C., & Platt, S. (2019). Through-culm wall mechanical behaviour of bamboo (vol 216, pg 485, 2019). CONSTRUCTION AND BUILDING MATERIALS, 224, 995.Elsevier BV. doi: 10.1016/j.conbuildmat.2019.07.255.

Ben-Alon, L., Loftness, V., Harries, K.A., DiPietro, G., & Hameen, E.C. (2019). Cradle to site Life Cycle Assessment (LCA) of natural vs conventional building materials: A case study on cob earthen material. BUILDING AND ENVIRONMENT, 160, 106150.Elsevier BV. doi: 10.1016/j.buildenv.2019.05.028.

Chen, L., Xu, Q., Leng, Y., Harries, K.A., & Wang, Z. (2019). Experimental study of performance of engineered bamboo beams exposed to three-sided standard fire. FIRE SAFETY JOURNAL, 106, 52-60.Elsevier BV. doi: 10.1016/j.firesaf.2019.04.002.

Gauss, C., Jr, S.H., & Harries, K.A. (2019). Use of ISO 22157 mechanical test methods and the characterisation of Brazilian P. edulis bamboo. CONSTRUCTION AND BUILDING MATERIALS, 228, 116728.Elsevier BV. doi: 10.1016/j.conbuildmat.2019.116728.

Harries, K.A., Morrill, P., Gauss, C., Flower, C., Akinbade, Y., & Trujillo, D. (2019). Screw withdrawal capacity of full-culm P. edulis bamboo. CONSTRUCTION AND BUILDING MATERIALS, 216, 531-541.Elsevier BV. doi: 10.1016/j.conbuildmat.2019.05.009.

Harries, K.A., Shahrooz, B.M., Ross, B.E., Ball, P., & Hamilton, H.R.T. (2019). Modeling and Detailing Pretensioned Concrete Bridge Girder End Regions Using the Strut-and-Tie Approach. JOURNAL OF BRIDGE ENGINEERING, 24(3).American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)BE.1943-5592.0001354.

Liu, T., Vieira, J.D., & Harries, K.A. (2019). Lateral torsional buckling and section distortion of pultruded GFRP I-sections subject to flexure. COMPOSITE STRUCTURES, 225, 111151.Elsevier BV. doi: 10.1016/j.compstruct.2019.111151.

Platt, S., & Harries, K.A. (2019). Proposed design methodology for titanium reinforcing bars in concrete. ENGINEERING STRUCTURES, 178, 543-553.Elsevier BV. doi: 10.1016/j.engstruct.2018.10.064.

Taissum Cardoso, D.C., & Harries, K.A. (2019). A viscoelastic model for time-dependent behavior of pultruded GFRP. CONSTRUCTION AND BUILDING MATERIALS, 208, 63-74.Elsevier BV. doi: 10.1016/j.conbuildmat.2019.02.155.

Xu, Q., Chen, L., Han, C., Harries, K.A., & Xu, Z. (2019). Experimental research on fire-damaged RC continuous T-beams subsequently strengthened with CFRP sheets. ENGINEERING STRUCTURES, 183, 135-149.Elsevier BV. doi: 10.1016/j.engstruct.2019.01.025.

Xu, Q., Chen, X., Chen, J.F., Harries, K.A., Chen, L., & Wang, Z. (2019). Seismic strengthening of masonry walls using bamboo components. ADVANCES IN STRUCTURAL ENGINEERING, 22(14), 2982-2997.SAGE Publications. doi: 10.1177/1369433219855902.

Archila, H., Kaminski, S., Trujillo, D., Escamilla, E.Z., & Harries, K.A. (2018). Bamboo reinforced concrete: a critical review. MATERIALS AND STRUCTURES, 51(4).Springer Science and Business Media LLC. doi: 10.1617/s11527-018-1228-6.

Harries, K.A. (2018). Response of Heavily Reinforced High-Strength Concrete Coupling Beams Discussion. ACI STRUCTURAL JOURNAL, 115(5), 1507-1509.

Li, B., & Harries, K.A. (2018). Seismic performance assessment of flexure-dominate FRP-confined RC columns using plastic rotation angle. ENGINEERING STRUCTURES, 172, 453-471.Elsevier BV. doi: 10.1016/j.engstruct.2018.06.046.

Liu, T., & Harries, K.A. (2018). Flange local buckling of pultruded GFRP box beams. COMPOSITE STRUCTURES, 189, 463-472.Elsevier BV. doi: 10.1016/j.compstruct.2018.01.101.

Platt, S., & Harries, K.A. (2018). Geometry, material properties and bond performance of prototype titanium reinforcing bars. CONSTRUCTION AND BUILDING MATERIALS, 187, 1253-1266.Elsevier BV. doi: 10.1016/j.conbuildmat.2018.08.074.

Platt, S., & Harries, K.A. (2018). Study of galvanic corrosion potential of NSM titanium reinforcing bars. CASE STUDIES IN CONSTRUCTION MATERIALS, 9, e00175.Elsevier BV. doi: 10.1016/j.cscm.2018.e00175.

Shahrooz, B.M., Fortney, P.J., & Harries, K.A. (2018). Steel Coupling Beams with a Replaceable Fuse. JOURNAL OF STRUCTURAL ENGINEERING, 144(2).American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)ST.1943-541X.0001939.

Vieira, J.D., Liu, T., & Harries, K.A. (2018). Flexural stability of pultruded glass fibre-reinforced polymer I-sections. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 171(11), 855-866.Thomas Telford Ltd. doi: 10.1680/jstbu.16.00238.

Xu, Q., Leng, Y., Chen, X., Harries, K.A., Chen, L., & Wang, Z. (2018). Experimental study on flexural performance of glued-laminated-timber- bamboo beams. MATERIALS AND STRUCTURES, 51(1).Springer Science and Business Media LLC. doi: 10.1617/s11527-017-1135-2.

Zhan, Y., Wu, G., & Harries, K.A. (2018). Determination of critical load for global flexural buckling in concentrically loaded pultruded FRP structural struts. ENGINEERING STRUCTURES, 158, 1-12.Elsevier BV. doi: 10.1016/j.engstruct.2017.12.008.

Zhu, Z.F., Wang, W.W., Harries, K.A., & Zheng, Y.Z. (2018). Uniaxial Tensile Stress-Strain Behavior of Carbon-Fiber Grid-Reinforced Engineered Cementitious Composites. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 22(6).American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)CC.1943-5614.0000891.

Harries, K.A., Bumstead, J., Richard, M., & Trujillo, D. (2017). Geometric and material effects on bamboo buckling behaviour. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 170(4), 236-249.Thomas Telford Ltd. doi: 10.1680/jstbu.16.00018.

Harries, K.A., Guo, Q., & Cardoso, D. (2017). Creep and creep buckling of pultruded glass-reinforced polymer members. COMPOSITE STRUCTURES, 181, 315-324.Elsevier BV. doi: 10.1016/j.compstruct.2017.08.098.

Mohammadi, T., Wan, B., Harries, K.A., & Sweriduk, M.E. (2017). Bond Behavior of FRP-Gonerete In Presence of Intermediate Crack Debonding Failure. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 21(5).American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)CC.1943-5614.0000797.

Moran, R., Webb, K., Harries, K., & Jaime Garcia, J. (2017). Edge bearing tests to assess the influence of radial gradation on the transverse behavior of bamboo. CONSTRUCTION AND BUILDING MATERIALS, 131, 574-584.Elsevier BV. doi: 10.1016/j.conbuildmat.2016.11.106.

Richard, M.J., Gottron, J., Harries, K.A., & Ghavami, K. (2017). Experimental evaluation of longitudinal splitting of bamboo flexural components. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 170(4), 265-274.Thomas Telford Ltd. doi: 10.1680/jstbu.16.00072.

Shahrooz, B.M., Harries, K.A., Reis, J.M., Wells, E.L., Zeno, G., Miller, R.A., & Russell, H.G. (2017). Basis of AASHTO Specifications for High-Strength Shear Reinforcement. JOURNAL OF BRIDGE ENGINEERING, 22(11).American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)BE.1943-5592.0001109.

Xu, Q., Chen, L., Harries, K.A., & Li, X. (2017). Combustion performance of engineered bamboo from cone calorimeter tests. EUROPEAN JOURNAL OF WOOD AND WOOD PRODUCTS, 75(2), 161-173.Springer Science and Business Media LLC. doi: 10.1007/s00107-016-1074-6.

Xu, Q., Chen, L., Harries, K.A., Zhang, F., Wang, Z., & Chen, X. (2017). Experimental study and numerical simulation of long-term behavior of timber beams strengthened with near surface mounted CFRP bars. MATERIALS AND STRUCTURES, 50(1).Springer Science and Business Media LLC. doi: 10.1617/s11527-016-0874-9.

Harries, K.A., & Sweriduk, M.E. (2016). Factors Affecting Direct Tension Pull-Off Test Results of Materials Bonded to Concrete. Advances in Civil Engineering Materials, 5(1), 353-370.ASTM International. doi: 10.1520/acem20160046.

Hasanzoi, M., Harries, K.A., & Lin, J.S. (2016). Capacity and Practical Implications of Driven Bearing H-Pile Design Using ASTM A572 Grade 50 Steel. JOURNAL OF BRIDGE ENGINEERING, 21(7).American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)BE.1943-5592.0000900.

Mohammadi, T., Wan, B., & Harries, K.A. (2016). Bond-slip behavior of fiber-reinforced polymer/concrete interface in single shear pull-out and beam tests. JOURNAL OF REINFORCED PLASTICS AND COMPOSITES, 35(5), 375-386.SAGE Publications. doi: 10.1177/0731684415623088.

Reynolds, T., Sharma, B., Harries, K., & Ramage, M. (2016). Dowelled structural connections in laminated bamboo and timber. COMPOSITES PART B-ENGINEERING, 90, 232-240.Elsevier BV. doi: 10.1016/j.compositesb.2015.11.045.

Cardoso, D.C.T., Harries, K.A., & Batista, E.D.M. (2015). Compressive Local Buckling of Pultruded GFRP I-Sections: Development and Numerical/Experimental Evaluation of an Explicit Equation. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 19(2).American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)CC.1943-5614.0000501.

Coelho, A.M.G., Mottram, J.T., & Harries, K.A. (2015). Finite element guidelines for simulation of fibre-tension dominated failures in composite materials validated by case studies. COMPOSITE STRUCTURES, 126, 299-313.Elsevier BV. doi: 10.1016/j.compstruct.2015.02.071.

Coelho, A.M.G., Mottram, J.T., & Harries, K.A. (2015). Bolted connections of pultruded GFRP: Implications of geometric characteristics on net section failure. COMPOSITE STRUCTURES, 131, 878-884.Elsevier BV. doi: 10.1016/j.compstruct.2015.06.048.

Cunningham, D., Harries, K.A., & Bell, A.J. (2015). Open-hole tension capacity of pultruded GFRP having staggered hole arrangement. ENGINEERING STRUCTURES, 95, 8-15.Elsevier BV. doi: 10.1016/j.engstruct.2015.03.042.

Eljadei, A.A., & Harries, K.A. (2015). On the use of fixed point theory to design coupled core walls. ENGINEERING STRUCTURES, 102, 61-65.Elsevier BV. doi: 10.1016/j.engstruct.2015.07.045.

Richard, M.J., & Harries, K.A. (2015). On inherent bending in tension tests of bamboo. WOOD SCIENCE AND TECHNOLOGY, 49(1), 99-119.Springer Science and Business Media LLC. doi: 10.1007/s00226-014-0681-9.

Xu, Q., Chen, L., Harries, K.A., Zhang, F., Liu, Q., & Feng, J. (2015). Combustion and charring properties of five common constructional wood species from cone calorimeter tests. CONSTRUCTION AND BUILDING MATERIALS, 96, 416-427.Elsevier BV. doi: 10.1016/j.conbuildmat.2015.08.062.

Zhang, L., Wang, W.W., Harries, K.A., & Tian, J. (2015). Bonding Behavior of Wet-Bonded GFRP-Concrete Interface. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 19(6).American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)CC.1943-5614.0000550.

Cardoso, D.C.T., Harries, K.A., & Batista, E.D.M. (2014). Compressive strength equation for GFRP square tube columns. COMPOSITES PART B-ENGINEERING, 59, 1-11.Elsevier BV. doi: 10.1016/j.compositesb.2013.10.057.

Cardoso, D.C.T., Harries, K.A., & Batista, E.D.M. (2014). Closed-form equations for compressive local buckling of pultruded thin-walled sections. THIN-WALLED STRUCTURES, 79, 16-22.Elsevier BV. doi: 10.1016/j.tws.2014.01.013.

Eljadei, A.A., & Harries, K.A. (2014). Design of coupled wall structures as evolving structural systems. ENGINEERING STRUCTURES, 73, 100-113.Elsevier BV. doi: 10.1016/j.engstruct.2014.05.002.

Gottron, J., Harries, K.A., & Xu, Q. (2014). Creep behaviour of bamboo. CONSTRUCTION AND BUILDING MATERIALS, 66, 79-88.Elsevier BV. doi: 10.1016/j.conbuildmat.2014.05.024.

Harries, K.A. (2014). Enhancing the stability of structural steel components using fibre-reinforced polymer (FRP) composites. In Rehabilitation of Metallic Civil Infrastructure Using Fiber Reinforced Polymer (FRP) Composites. (pp. 117-139).Elsevier. doi: 10.1533/9780857096654.2.117.

Harries, K.A., Sweriduk, M., & Warren, D. (2014). Performance of spray-applied epoxy lining system subject to infiltration. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 43, 389-397.Elsevier BV. doi: 10.1016/j.tust.2014.06.001.

Kasan, J.L., Harries, K.A., Miller, R., & Brinkman, R.J. (2014). Repair of Prestressed-Concrete Girders Combining Internal Strand Splicing and Externally Bonded CFRP Techniques. JOURNAL OF BRIDGE ENGINEERING, 19(2), 200-209.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)BE.1943-5592.0000475.

Kasan, J.L., Harries, K.A., Miller, R., & Brinkman, R.J. (2014). Limits of Application of Externally Bonded CFRP Repairs for Impact-Damaged Prestressed Concrete Girders. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 18(3).American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)CC.1943-5614.0000347.

Shahrooz, B.M., Reis, J.M., Wells, E.L., Miller, R.A., Harries, K.A., & Russell, H.G. (2014). Flexural Members with High-Strength Reinforcement: Behavior and Code Implications. JOURNAL OF BRIDGE ENGINEERING, 19(5).American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)BE.1943-5592.0000571.

Wang, W.W., Dai, J.G., Harries, K.A., & Zhang, L. (2014). Prediction of prestress losses in RC beams externally strengthened with prestressed CFRP sheets/plates. JOURNAL OF REINFORCED PLASTICS AND COMPOSITES, 33(8), 699-713.SAGE Publications. doi: 10.1177/0731684413519715.

Xu, Q., Harries, K., Li, X., Liu, Q., & Gottron, J. (2014). Mechanical properties of structural bamboo following immersion in water. ENGINEERING STRUCTURES, 81, 230-239.Elsevier BV. doi: 10.1016/j.engstruct.2014.09.044.

Briere, V., Harries, K.A., Kasan, J., & Hager, C. (2013). Dilation behavior of seven-wire prestressing strand - The Hoyer effect. CONSTRUCTION AND BUILDING MATERIALS, 40, 650-658.Elsevier BV. doi: 10.1016/j.conbuildmat.2012.11.064.

Harries, K.A., & Shahrooz, B.M. (2013). Environmental Resistance Factors Derived from Experimental Data. FRP International, 10(1), 3-7.

Harries, K.A., Holford, A., & Kasan, J. (2013). Demonstration of Fiber Optic Instrumentation System for Prestressed Concrete Bridge Elements. JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 27(6), 785-795.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)CF.1943-5509.0000390.

Harries, K.A., Zeno, G., Shahrooz, B., & Mattock, A.H. (2013). Toward an improved understanding of shear-friction behavior. ACI Structural Journal, 110(5), 890-891.

Harries, K.A., Zeno, G., Shahrooz, B., Palieraki, V., Vintzileou, E., & Silva, J.F. (2013). Toward an improved understanding of shear-friction behavior. ACI Structural Journal, 110(5), 887-888.

Harries, K.A., Zeno, G., Shahrooz, B., Wang, D., & Lu, X. (2013). Toward an improved understanding of shear-friction behavior. ACI Structural Journal, 110(5), 888-890.

Kasan, J.L., & Harries, K.A. (2013). Analysis of Eccentrically Loaded Adjacent Box Girders. JOURNAL OF BRIDGE ENGINEERING, 18(1), 15-25.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)BE.1943-5592.0000329.

Kim, Y.J., & Harries, K.A. (2013). Statistical Characterization of Reinforced Concrete Beams Strengthened with FRP Sheets. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 17(3), 357-370.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)CC.1943-5614.0000356.

Kim, Y.J., Hossain, M., & Harries, K.A. (2013). CFRP strengthening of timber beams recovered from a 32 year old quonset: Element and system level tests. ENGINEERING STRUCTURES, 57, 213-221.Elsevier BV. doi: 10.1016/j.engstruct.2013.09.028.

O'Connor, A., Zona, A., & Harries, K.A. (2013). Special Section on Eurocodes and Their Implications for Bridge Design: Background, Implementation, and Comparison to North American Practice. JOURNAL OF BRIDGE ENGINEERING, 18(12), 1239-1240.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)BE.1943-5592.0000553.

Sharma, B., Harries, K.A., & Ghavami, K. (2013). Methods of determining transverse mechanical properties of full-culm bamboo. CONSTRUCTION AND BUILDING MATERIALS, 38, 627-637.Elsevier BV. doi: 10.1016/j.conbuildmat.2012.07.116.

Soltani, A., Harries, K.A., & Shahrooz, B.M. (2013). Crack Opening Behavior of Concrete Reinforced with High Strength Reinforcing Steel. INTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS, 7(4), 253-264.Springer Science and Business Media LLC. doi: 10.1007/s40069-013-0054-z.

Wang, W.W., Dai, J.G., & Harries, K.A. (2013). Performance Evaluation of RC Beams Strengthened with an Externally Bonded FRP System under Simulated Vehicle Loads. JOURNAL OF BRIDGE ENGINEERING, 18(1), 76-82.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)BE.1943-5592.0000324.

Wang, W.W., Dai, J.G., & Harries, K.A. (2013). Intermediate crack-induced debonding in RC beams externally strengthened with prestressed FRP laminates. JOURNAL OF REINFORCED PLASTICS AND COMPOSITES, 32(23), 1842-1857.SAGE Publications. doi: 10.1177/0731684413492574.

Zhang, Y.Y., Harries, K.A., & Yuan, W.C. (2013). Experimental and numerical investigation of the seismic performance of hollow rectangular bridge piers constructed with and without steel fiber reinforced concrete. ENGINEERING STRUCTURES, 48, 255-265.Elsevier BV. doi: 10.1016/j.engstruct.2012.09.040.

Harries, K.A., & Dawood, M. (2012). Behavior and Performance of FRP-to-Steel Bond. Transportation Research Record: Journal of the Transportation Research Board, 2313, 181-188.

Harries, K.A., & Dawood, M. (2012). Behavior and Performance of Fiber-Reinforced Polymer-to-Steel Bond. TRANSPORTATION RESEARCH RECORD, 2313(2313), 181-188.SAGE Publications. doi: 10.3141/2313-19.

Harries, K.A., Shahrooz, B.M., & Soltani, A. (2012). Flexural Crack Widths in Concrete Girders with High-Strength Reinforcement. JOURNAL OF BRIDGE ENGINEERING, 17(5), 804-812.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)BE.1943-5592.0000306.

Harries, K.A., Sharma, B., & Richard, M. (2012). Structural Use of Full Culm Bamboo: The Path to Standardization. International Journal of Architecture, Engineering and Construction, 1(2), 66-75.International Association for Sustainable Development and Management. doi: 10.7492/ijaec.2012.008.

Harries, K.A., Zeno, G., & Shahrooz, B. (2012). Toward an Improved Understanding of Shear-Friction Behavior. ACI STRUCTURAL JOURNAL, 109(6), 835-844.

Harries, K.A., Zeno, G., & Shahrooz, B.M. (2012). Toward an Improved Understanding of Shear Friction Behavior. ACI Structural Journal, 109(6), 935-844.

Kim, Y.J., & Harries, K.A. (2012). PREDICTIVE RESPONSE OF NOTCHED STEEL BEAMS REPAIRED WITH CFRP STRIPS INCLUDING BOND-SLIP BEHAVIOR. INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 12(1), 1-21.World Scientific Pub Co Pte Lt. doi: 10.1142/S0219455412004628.

Richard, M.J., & Harries, K.A. (2012). Experimental Buckling Capacity of Multiple-Culm Bamboo Columns. Key Engineering Materials, 517, 51-62.Trans Tech Publications, Ltd. doi: 10.4028/www.scientific.net/kem.517.51.

Sharma, B., & Harries, K.A. (2012). Effect of Fiber Gradation on the Edge Bearing Strength of Bamboo Culms. Key Engineering Materials, 517, 63-70.Trans Tech Publications, Ltd. doi: 10.4028/www.scientific.net/kem.517.63.

Soltani, A., Harries, K.A., Shahrooz, B.M., Russell, H.G., & Miller, R.A. (2012). Fatigue Performance of High-Strength Reinforcing Steel. JOURNAL OF BRIDGE ENGINEERING, 17(3), 454-461.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)BE.1943-5592.0000281.

Wang, W.W., Dai, J.G., Harries, K.A., & Bao, Q.H. (2012). Prestress Losses and Flexural Behavior of Reinforced Concrete Beams Strengthened with Posttensioned CFRP Sheets. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 16(2), 207-216.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)CC.1943-5614.0000255.

Cromwell, J.R., Harries, K.A., & Shahrooz, B.M. (2011). Environmental durability of externally bonded FRP materials intended for repair of concrete structures. CONSTRUCTION AND BUILDING MATERIALS, 25(5), 2528-2539.Elsevier BV. doi: 10.1016/j.conbuildmat.2010.11.096.

Harries, K.A. (2011). Monsanto House of the Future - revisiting the past's view of the future. FRP International, 8(3), 9-10.

Kasan, J., & Harries, K.A. (2011). Redevelopment of Prestressing Force in Severed Prestressed Strands. JOURNAL OF BRIDGE ENGINEERING, 16(3), 431-437.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)BE.1943-5592.0000177.

Kim, Y.J., & Harries, K.A. (2011). Fatigue behavior of damaged steel beams repaired with CFRP strips. ENGINEERING STRUCTURES, 33(5), 1491-1502.Elsevier BV. doi: 10.1016/j.engstruct.2011.01.019.

Kim, Y.J., & Harries, K.A. (2011). Behavior of tee-section bracing members retrofitted with CFRP strips subjected to axial compression. COMPOSITES PART B-ENGINEERING, 42(4), 789-800.Elsevier BV. doi: 10.1016/j.compositesb.2011.01.016.

Mitch, D., Harries, K.A., & Sharma, B. (2011). Characterization of Splitting Behavior of Bamboo Culms (vol 22, pg 1195, 2010). JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 23(3), 350. doi: 10.1061/(ASCE)MT.1943-5533.0000236.

Mitch, D., Harries, K.A., & Sharma, B. (2011). Erratum for “Characterization of Splitting Behavior of Bamboo Culms” by Derek Mitch, Kent A. Harries, and Bhavna Sharma. Journal of Materials in Civil Engineering, 23(3), 350.American Society of Civil Engineers (ASCE). doi: 10.1061/(asce)mt.1943-5533.0000236.

Sharma, B., Mitch, D., Harries, K.A., Ghavami, K., & Kharel, G. (2011). Pushover behaviour of bamboo portal frame structure. International Wood Products Journal, 2(1), 20-28.Informa UK Limited. doi: 10.1179/2042645311y.0000000003.

El-Tawil, S., Harries, K.A., Fortney, P.J., Shahrooz, B.M., & Kurama, Y. (2010). Seismic Design of Hybrid Coupled Wall Systems: State of the Art. JOURNAL OF STRUCTURAL ENGINEERING, 136(7), 755-769.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)ST.1943-541X.0000186.

Eveslage, T., Aidoo, J., Harries, K.A., & Bro, W. (2010). Effect of Variations in Practice of ASTM D7522 Standard Pull-Off Test for FRP-Concrete Interfaces. JOURNAL OF TESTING AND EVALUATION, 38(4), 424-430.ASTM International. doi: 10.1520/JTE102682.

Harries, K.A. (2010). Effect of Fiber-Reinforced Polymer Configuration on Reliability of Flexurally Strengthened Concrete Beams DISCUSSION. TRANSPORTATION RESEARCH RECORD, (2172), 207-208.

Harries, K.A., Shahrooz, B.M., Soltani, A., Reis, J.M., Wells, E.L.W., Miller, R., & Russell, H.G. (2010). Bond and Anchorage of High-Strength Reinforcing Steel. TRANSPORTATION RESEARCH RECORD, 2172(2172), 96-102.SAGE Publications. doi: 10.3141/2172-11.

Kim, Y.J., & Harries, K.A. (2010). Modeling of timber beams strengthened with various CFRP composites. ENGINEERING STRUCTURES, 32(10), 3225-3234.Elsevier BV. doi: 10.1016/j.engstruct.2010.06.011.

Mitch, D., Harries, K.A., & Sharma, B. (2010). Characterization of Splitting Behavior of Bamboo Culms. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 22(11), 1195-1199.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)MT.1943-5533.0000120.

Shahrooz, B.M., Reis, J.M., Wells, E.L.W., Miller, R., Harries, K.A., & Russell, H.G. (2010). Flexural Behavior and Design with High-Strength Bars and Bars Without a Well-Defined Yield Point. TRANSPORTATION RESEARCH RECORD, 2172(2172), 103-111.SAGE Publications. doi: 10.3141/2172-12.

Degala, S., Rizzo, P., Ramanathan, K., & Harries, K.A. (2009). Acoustic emission monitoring of CFRP reinforced concrete slabs. CONSTRUCTION AND BUILDING MATERIALS, 23(5), 2016-2026.Elsevier BV. doi: 10.1016/j.conbuildmat.2008.08.026.

Dutta, D., Sohn, H., Harries, K.A., & Rizzo, P. (2009). A Nonlinear Acoustic Technique for Crack Detection in Metallic Structures. STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL, 8(3), 251-262.SAGE Publications. doi: 10.1177/1475921709102105.

Dutta, D., Sohn, H., Harries, K.A., & Rizzo, P. (2009). A Nonlinear Acoustic Technique for Crack Detection in Metallic Structures. (vol 8, pg 251, 2009). STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL, 8(6), 573.SAGE Publications. doi: 10.1177/1475921709107051.

El-Tawil, S., Fortney, P., Harries, K., Shahrooz, B., Kurama, Y., Hassan, M., & Tong, X. (2009). Recommendations for Seismic Design of Hybrid Coupled Wall Systems. 1-70.American Society of Civil Engineers. doi: 10.1061/9780784410608.

Harries, K.A. (2009). Structural Testing of Prestressed Concrete Girders from the Lake View Drive Bridge. JOURNAL OF BRIDGE ENGINEERING, 14(2), 78-92.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)1084-0702(2009)14:2(78).

Harries, K.A. (2009). Discussion of "Design and Analysis of Heavily Loaded Reinforced Concrete Link Beams for Burj Dubai" by Lee et al. (2008). ACI Structural Journal, 106(3).

Harries, K.A., & Webb, P. (2009). Experimental assessment of bonded FRP-to-steel interfaces. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 162(4), 233-240.Thomas Telford Ltd. doi: 10.1680/stbu.2009.162.4.233.

Harries, K.A., Peck, A.J., & Abraham, E.J. (2009). Enhancing stability of structural steel sections using FRP. THIN-WALLED STRUCTURES, 47(10), 1092-1101.Elsevier BV. doi: 10.1016/j.tws.2008.10.007.

Minnaugh, P.L., & Harries, K.A. (2009). Fatigue behavior of externally bonded steel fiber reinforced polymer (SFRP) for retrofit of reinforced concrete. MATERIALS AND STRUCTURES, 42(2), 271-278.Springer Science and Business Media LLC. doi: 10.1617/s11527-008-9384-8.

Rizzo, P., Cammarata, M., Dutta, D., Sohn, H., & Harries, K. (2009). An unsupervised learning algorithm for fatigue crack detection in waveguides. SMART MATERIALS AND STRUCTURES, 18(2), 025016.IOP Publishing. doi: 10.1088/0964-1726/18/2/025016.

Cammarata, M., Dutta, D., Sohn, H., Rizzo, P., & Harries, K.A. (2008). Advanced Ultrasonic Structural Monitoring of Waveguides. Emboding Intelligence in Structures and Integrated Systems, 56, 477-482.Trans Tech Publications Ltd. doi: 10.4028/www.scientific.net/ast.56.477.

Coogler, K.L., Harries, K.A., & Gallick, M. (2008). Experimental Study of Offset Mechanical Lap Splice Behavior. ACI Structural Journal, 104(5), 478-487.

Dai, J.G., Harries, K.A., & Yokota, H. (2008). A critical steel yielding length model for predicting intermediate crack-induced debonding in FRP-strengthened RC members. STEEL AND COMPOSITE STRUCTURES, 8(6), 457-473.Techno-Press. doi: 10.12989/scs.2008.8.6.457.

Harries, K.A. (2008). Discussion of "Response Prediction of RC Beams Externally Bonded with Steel-Reinforced Polymers" by Marisa Pecce, Francesca Ceroni, Andrea Prota, and Gaetano Manfredi. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 12(1), 111-112.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)1090-0268(2008)12:1(111).

Hull, D.H., & Harries, K.A. (2008). On the applicability of fixed point theory to the behavior of coupled core walls. INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 8(1), 161-186.World Scientific Pub Co Pte Lt. doi: 10.1142/S0219455408002594.

Petrou, M.F., Parler, D., Harries, K.A., & Rizos, D.C. (2008). Strengthening of reinforced concrete bridge decks using carbon fiber-reinforced polymer composite materials. JOURNAL OF BRIDGE ENGINEERING, 13(5), 455-467.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)1084-0702(2008)13:5(455).

Sharma, B., & Harries, K.A. (2008). Effects of slab post-tensioning on supporting steel beams in steel framed parking deck structures. ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC, 45(3), 197-209.

Sohn, H., Kim, S.D., & Harries, K. (2008). Reference-free damage classification based on cluster analysis. COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 23(5), 324-338.Wiley. doi: 10.1111/j.1467-8667.2008.00541.x.

Sohn, H., Kim, S.D., In, C.W., Cronin, K.E., & Harries, K. (2008). Debonding monitoring of CFRP strengthened RC beams using active sensing and infrared imaging. SMART STRUCTURES AND SYSTEMS, 4(4), 391-406.Techno-Press. doi: 10.12989/sss.2008.4.4.391.

Xuan, G., Shahrooz, B.M., Harries, K.A., & Rassati, G.A. (2008). Performance-based design approach for coupled core wall systems with diagonally reinforced concrete coupling beams. ADVANCES IN STRUCTURAL ENGINEERING, 11(3), 253-268.SAGE Publications. doi: 10.1260/136943308785082580.

Zein, A.S., Gassman, S.L., & Harries, K.A. (2008). Relationship between Impact/Echo Response and Structural Behavior of Retrofitted Concrete Girders during Loading. MATERIALS EVALUATION, 66(11), 1173-1181.

El-Tawil, S., & Harries, K. (2007). Recommendations for Seismic Design of Hybrid Coupled Walls. American Society of Civil Engineers. doi: 10.1061/40944(249)56.

Harries, K.A. (2007). Discussion of "Response Prediction of RC Beams Externally Bonded with Steel-Reinforced Polymers" by M. Pecce et al. (2006). ASCE Journal of Composites for Construction, 12(1). doi: 10.1061/(ASCE)1090-0268(2008)12:1(111).

Harries, K.A., & Moses, J. (2007). Effect on superstructure stress of replacing a composite RC bridge deck with a GFRP deck. JOURNAL OF BRIDGE ENGINEERING, 12(3), 394-398.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)1084-0702(2007)12:3(394).

Harries, K.A., Reeve, B., & Zorn, A. (2007). Experimental Evaluation of Factors Affecting the Monotonic and Fatigue Behavior of FRP-to-Concrete Bond. ACI Structural Journal, 104(6), 667-674.

Harries, K.A., Reeve, B., & Zorn, A. (2007). Experimental evaluation of factors affecting monotonic and fatigue behavior of fiber-reinforced polymer-to-concrete bond in reinforced concrete beams. ACI STRUCTURAL JOURNAL, 104(6), 667-674.

Kim, S.D., In, C.W., Cronin, K.E., Sohn, H., & Harries, K. (2007). Reference-free NDT technique for debonding detection in CFRP-strengthened RC structures. JOURNAL OF STRUCTURAL ENGINEERING, 133(8), 1080-1091.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)0733-9445(2007)133:8(1080).

Porter, M.L., & Harries, K. (2007). Future directions for research in FRP composites in concrete construction. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 11(3), 252-257.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)1090-0268(2007)11:3(252).

Aidoo, J., Harries, K.A., & Petrou, M.F. (2006). Full-scale experimental investigation of repair of reinforced concrete interstate bridge using CFRP materials. JOURNAL OF BRIDGE ENGINEERING, 11(3), 350-358.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)1084-0702(2006)11:3(350).

Eckstrom, R.L., Harries, K.A., & Davis, J.B. (2006). Adoption of the International Residential Code in a High Natural Hazards Region—An Overview. Journal of Architectural Engineering, 12(1), 1-11.American Society of Civil Engineers (ASCE). doi: 10.1061/(asce)1076-0431(2006)12:1(1).

Harries, K. (2006). FRP bridge decks - A maturing technology. JOURNAL OF BRIDGE ENGINEERING, 11(4), 382.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)1084-0702(2006)11:4(382).

Harries, K.A. (2006). FRP Bridge Decks - A Maturing Technology (Editorial). ASCE Journal of Bridge Engineering, 11(4), 382.

Harries, K.A., & Aidoo, J. (2006). Debonding- and fatigue-related strain limits for externally bonded FRP. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 10(1), 87-90.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)1090-0268(2006)10:1(87).

Harries, K.A., & McNeice, D.S. (2006). Performance-based design of high-rise coupled wall systems. STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 15(3), 289-306.Wiley. doi: 10.1002/tal.296.

Harries, K.A., Aidoo, J., Zorn, A., & Quattlebaum, J. (2006). Deterioration of FRP-to-concrete bond under failure loading. ADVANCES IN STRUCTURAL ENGINEERING, 9(6), 779-789.SAGE Publications. doi: 10.1260/136943306779369446.

Harries, K.A., Ricles, J.M., Pessiki, S., & Sause, R. (2006). Seismic retrofit of lap splices in nonductile square columns using carbon fiber-reinforced jackets. ACI STRUCTURAL JOURNAL, 103(6), 874-884.

Moses, J.P., Harries, K.A., Earls, C.J., & Yulismana, W. (2006). Evaluation of effective width and distribution factors for GFRP bridge decks supported on steel girdersl. JOURNAL OF BRIDGE ENGINEERING, 11(4), 401-409.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)1084-0702(2006)11:4(401).

Wan, B., Petrou, M.F., & Harries, K.A. (2006). The effect of the presence of water on the durability of bond between CFRP and concrete. JOURNAL OF REINFORCED PLASTICS AND COMPOSITES, 25(8), 875-890.SAGE Publications. doi: 10.1177/0731684406065140.

Carey, S.A., & Harries, K.A. (2005). Axial Behavior and Modeling of Small-, Medium- and Large-Scale Circular Sections Confined with CFRP Jackets. ACI Structures Journal, 102(4), 596-604.

Carey, S.A., & Harries, K.A. (2005). Axial behavior and modeling of confined small-, medium-, and large-scale circular sections with carbon fiber-reinforced polymer jackets. ACI STRUCTURAL JOURNAL, 102(4), 596-604.

Coogler, K., Harries, K.A., Wan, B., Rizos, D.C., & Petrou, M.F. (2005). Critical Evaluation of Strain Measurements in Glass Fiber-Reinforced Polymer Bridge Decks. JOURNAL OF BRIDGE ENGINEERING, 10(6), 704-712.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)1084-0702(2005)10:6(704).

Harries, K.A., & Shahrooz, B. (2005). Hybrid Coupled Wall Systems. Concrete International, 27(5), 45-51.

Harries, K.A., Fortney, P., Shahrooz, B.M., & Brienen, P. (2005). Design of Practical Diagonally Reinforced Concrete Coupling Beams - A Critical Review of ACI 318 Requirements. ACI Structures Journal, 102(6), 876-882.

Harries, K.A., Fortney, P.J., Shahrooz, B.M., & Brienen, P.J. (2005). Practical design of diagonally reinforced concrete coupling beams - Critical review of ACI 318 requirements. ACI STRUCTURAL JOURNAL, 102(6), 876-882.

Quattlebaum, J.B., Harries, K.A., & Petrou, M.F. (2005). Comparison of Three Flexural Retrofit Systems under Monotonic and Fatigue Loads. JOURNAL OF BRIDGE ENGINEERING, 10(6), 731-740.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)1084-0702(2005)10:6(731).

Wan, B.L., Rizos, D.C., Petrou, M.F., & Harries, K.A. (2005). Computer simulations and parametric studies of GFRP bridge deck systems. COMPOSITE STRUCTURES, 69(1), 103-115.Elsevier BV. doi: 10.1016/j.compstruct.2004.05.012.

Aidoo, J., Harries, K.A., & Petrou, M.F. (2004). Fatigue behavior of carbon fiber reinforced polymer-strengthened reinforced concrete bridge girders. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 8(6), 501-509.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)1090-0268(2004)8:6(501).

Harries, K.A. (2004). Discussion of "Seismic force modification factors for the proposed 2005 edition of the National Building Code of Canada". CANADIAN JOURNAL OF CIVIL ENGINEERING, 31(2), 393-394.Canadian Science Publishing. doi: 10.1139/L04-012.

Harries, K.A., Moulton, J.D., & Clemson, R.L. (2004). Parametric study of coupled wall behavior - Implications for the design of coupling beams. JOURNAL OF STRUCTURAL ENGINEERING, 130(3), 480-488.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)0733-9445(2004)130:3(480).

Sause, R., Harries, K.A., Walkup, S.L., Pessiki, S., & Ricles, J.M. (2004). Flexural Behavior of Concrete Columns with Carbon Fiber Composite Jackets. ACI Structures Journal, 101(5), 708-716.

Sause, R., Harries, K.A., Walkup, S.L., Pessiki, S., & Ricles, J.M. (2004). Flexural behavior of concrete columns retrofitted with carbon fiber-reinforced polymer jackets. ACI STRUCTURAL JOURNAL, 101(5), 708-716.

Turner, M.K., Harries, K.A., Petrou, M.F., & Rizos, D. (2004). In situ structural evaluation of a GFRP bridge deck system. COMPOSITE STRUCTURES, 65(2), 157-165.Elsevier BV. doi: 10.1016/j.compstruct.2003.10.011.

Wan, B.L., Sutton, M.A., Petrou, M.F., Harries, K.A., & Ning, U. (2004). Investigation of bond between fiber reinforced polymer and concrete undergoing global mixed mode I/II loading. JOURNAL OF ENGINEERING MECHANICS, 130(12), 1467-1475.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)0733-9399(2004)130:12(1467).

Giurgiutiu, V., Harries, K., Petrou, M., Bost, J., & Quattlebaum, J.B. (2003). Disbond detection with piezoelectric wafer active sensors in RC structures strengthened with FRP composite overlays. Earthquake Engineering and Engineering Vibration, 2(2), 213-223.Springer Science and Business Media LLC. doi: 10.1007/s11803-003-0005-9.

Harries, K.A., & Carey, S.A. (2003). Shape and "gap" effects on the behavior of variably confined concrete. CEMENT AND CONCRETE RESEARCH, 33(6), 881-890.Elsevier BV. doi: 10.1016/S0008-8846(02)01085-2.

Harries, K.A., & Kharel, G. (2003). Experimental investigation of the behavior of variably confined concrete. CEMENT AND CONCRETE RESEARCH, 33(6), 873-880.Elsevier BV. doi: 10.1016/S0008-8846(02)01086-4.

Harries, K.A., & Young, S.C. (2003). Sprayed Fiber Reinforced Composite Materials for Infrastructure Rehabilitation. Concrete International, 25(1), 49-53.

Harries, K.A., Porter, M., & Busel, J. (2003). FRP Materials and Concrete - Research Needs. Concrete International, 25(10), 49-54.

Harries, K.A., & Kharel, G. (2002). Behavior of Variably Confined Concrete. ACI Materials Journal, 99(2), 180-189.

Harries, K.A., & Kharel, G. (2002). Behavior and modeling of concrete subject to variable confining pressure. ACI MATERIALS JOURNAL, 99(2), 180-189.

Sheppard, D.A., Harries, K.A., & Petrou, M.F. (2002). Behavior of precast, prestressed concrete pile to cast-in-place pile cap connections by Kent A. Harris and Michael F. Petrou (multiple letters). PCI Journal, 47(2), 101-103.

Wan, B.L., Harries, K.A., & Petrou, M.F. (2002). Transfer length of strands in prestressed concrete piles. ACI STRUCTURAL JOURNAL, 99(5), 577-585.

Wan, B.L., Petrou, M.F., Harries, K.A., & Hussein, A.A. (2002). Top bar effects in prestressed concrete piles. ACI STRUCTURAL JOURNAL, 99(2), 208-214.

Harries, K.A. (2001). Ductility and Deformability of Coupling Beams in Reinforced Concrete Coupled Walls. Earthquake Spectra, 17(3), 547-478.

Harries, K.A., & Petrou, M.F. (2001). Design and Behavior of Prestressed Pile to Cast-in-Place Pile Cap Connections. PCI Journal, 46(4), 82-92.

Harries, K.A., & Petrou, M.F. (2001). Behavior of precast, prestressed concrete pile to cast-in-place pile cap connections. PCI JOURNAL, 46(4), 82-+.Precast/Prestressed Concrete Institute. doi: 10.15554/pcij.07012001.82.92.

Kaar, P.H. (2001). Excessive strand end slip in prestressed piles. Paper by Michael F. Petrou, Baolin Wan, Waiter S. Joiner, Constantin G. Trezos, and Kent A. Harries. Discussion. ACI STRUCTURAL JOURNAL, 98(4), 609.

Papakonstantinou, C.G., Petrou, M.F., & Harries, K.A. (2001). Fatigue behavior of RC beams strengthened with GFRP sheets. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 5(4), 246-253.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)1090-0268(2001)5:4(246).

Pessiki, S., Harries, K.A., Kestner, J.T., Sause, R., & Ricles, J.M. (2001). Axial behavior of reinforced concrete columns confined with FRP jackets. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 5(4), 237-245.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)1090-0268(2001)5:4(237).

Petrou, M.F., Harries, K.A., Schroeder, G.E., & TRB. (2001). Field investigation of high-performance concrete bridge decks in South Carolina. DESIGN OF STRUCTURES 2001, 1770(1770), 12-19.SAGE Publications. doi: 10.3141/1770-02.

Harries, K.A. (2000). Ductility and deformability of coupling beams in reinforced concrete coupled walls. Shock and Vibration Digest, 32(1), 48.

Harries, K.A., Gong, B., & Shahrooz, B.M. (2000). Behavior and Design of Reinforced Concrete, Steel, and Steel-Concrete Coupling Beams. Earthquake Spectra, 16(4), 775-799.SAGE Publications. doi: 10.1193/1.1586139.

Harries, K.A., Petrou, M.F., & Brooks, G. (2000). Structural Characterization of Built-Up Timber Columns. Journal of Architectural Engineering, 6(2), 58-65.American Society of Civil Engineers (ASCE). doi: 10.1061/(asce)1076-0431(2000)6:2(58).

Petrou, M.F., Harries, K.A., Gadala-Maria, F., & Kolli, V.G. (2000). A unique experimental method for monitoring aggregate settlement in concrete. CEMENT AND CONCRETE RESEARCH, 30(5), 809-816.Elsevier BV. doi: 10.1016/S0008-8846(00)00223-4.

Petrou, M.F., Wan, B.L., Gadala-Maria, F., Kolli, V.G., & Harries, K.A. (2000). Influence of mortar rheology on aggregate settlement. ACI MATERIALS JOURNAL, 97(4), 479-485.

Petrou, M.F., Wan, B.L., Joiner, W.S., Trezos, C.G., & Harries, K.A. (2000). Excessive strand end slip in prestressed piles. ACI STRUCTURAL JOURNAL, 97(5), 774-782.

Harries, K.A., Mitchell, D., Redwood, R.G., & Cook, W.D. (1998). Nonlinear seismic response predictions of walls coupled with steel and concrete beams. Canadian Journal of Civil Engineering, 25(5), 803-818.Canadian Science Publishing. doi: 10.1139/l98-015.

Harries, K.A., Mitchell, D., Redwood, R.G., & Cook, W.D. (1998). Nonlinear seismic response predictions of walls coupled with steel and concrete beams. CANADIAN JOURNAL OF CIVIL ENGINEERING, 25(5), 803-818. doi: 10.1139/l98-015.

Harries, K.A. (1997). Earthquake Resistant Construction in Classical Rome. Concrete International, 19(1), 55-58.

Harries, K.A. (1997). Quake resistance in ancient Rome. Concrete International, 19(1), 55-58.

Harries, K.A., Mitchell, D., Redwood, R.G., & Cook, W.D. (1997). Seismic design of coupled walls - a case for mixed construction. CANADIAN JOURNAL OF CIVIL ENGINEERING, 24(3), 448-459.Canadian Science Publishing. doi: 10.1139/cjce-24-3-448.

Harries, K.A. (1995). Concrete construction in early Rome. Concrete International, 17(1), 58-62.

HARRIES, K.A., MITCHELL, D., COOK, W.D., & REDWOOD, R.G. (1993). SEISMIC RESPONSE OF STEEL BEAMS COUPLING CONCRETE WALLS. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 119(12), 3611-3629.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)0733-9445(1993)119:12(3611).

(2020). Capacity development of externally bonded CFRP subject to oscillating loads during resin cure. In APFIS 2012 - 3rd Asia-Pacific Conference on FRP in Structures.

Harries, K.A. (2020). Practical use of pull-off strength testing (ASTM D4541) for assessing quality of FRP-to-concrete bond. In Composites in Civil Engineering, CICE 2006, (pp. 59-62).

Harries, K.A., & Minnaugh, P.L. (2020). Fatigue behavior of externally bonded steel fiber reinforced polymer (SFRP) for retrofit of reinforced concrete. In Composites in Civil Engineering, CICE 2006, (pp. 283-286).

Harries, K.A., Wang, W.W., & Dai, J.G. (2020). Capacity development of externally bonded CFRP subject to oscillating loads during resin cure. In APFIS 2012 - 3rd Asia-Pacific Conference on FRP in Structures.

Harries, K.A., Zorn, A., & Reeve, B. (2020). Effect of adhesive modulus on the monotonic and fatigue behavior of externally bonded CFRP strips. In Composites in Civil Engineering, CICE 2006, (pp. 91-94).

Kim, S.D., In, C.W., Cronin, K.E., Sohn, H., & Harries, K. (2020). Debonding detection in CFRP strengthened RC beams using active sensors. In Composites in Civil Engineering, CICE 2006, (pp. 339-342).

Porter, M., & Harries, K. (2020). Prioritized FRP research for concrete and masonry structures. In Composites in Civil Engineering, CICE 2006, (pp. 379-382). doi: 10.1061/40944(249)54.

Ben-Alon, L., Loftness, V., Harries, K.A., & Cochran Hameen, E. (2019). Integrating Earthen Building Materials and Methods into Mainstream Construction Using Environmental Performance Assessment and Building Policy. In IOP Conference Series: Earth and Environmental Science, 323(1), (p. 012139).IOP Publishing. doi: 10.1088/1755-1315/323/1/012139.

Ben-Alon, L., Loftness, V., Harries, K.A., & Hameen, E.C. (2019). The Biophilic Power and Environmental Urgency of Earthen Construction. In IOP Conference Series: Earth and Environmental Science, 290(1), (p. 012006).IOP Publishing. doi: 10.1088/1755-1315/290/1/012006.

Liu, K.W., Trujillo, D., Harries, K., Laverde, M.C., Lorenzo, R., & Frith, O. (2019). INBAR Construction task force – An explorative way for development in the bamboo construction sector. In Modern Engineered Bamboo Structures - Proceedings of the Sustainable Bamboo Building Materials Symposium of BARC 2018 and 3rd International Conference on Modern Bamboo Structures, ICBS 2018, (pp. 51-62).CRC Press. doi: 10.1201/9780429434990-4.

Li, B., & Harries, K.A. (2018). Modeling parameters and acceptance criteria for FRP-retrofitted concrete columns subjected to seismic load. In 9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2018, 2018-July, (pp. 187-193).

Liu, T., & Harries, K.A. (2018). Experimental investigation on flange local buckling of pultruded GFRP box-section under flexure. In 9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2018, 2018-July, (pp. 591-597).

Liu, T., Harries, K.A., & Guo, Q. (2018). Effects of fiber architecture on flexure properties of pultruded GFRP plates and sections. In 9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2018, 2018-July, (pp. 171-176).

Harries, K.A., Vieira, J.D., & Liu, T.Q. (2017). Flexural stability of pultruded GFRP I-sections. In Advanced Composites in Construction, ACIC 2017 - Proceedings of the 8th Biennial Conference on Advanced Composites in Construction, (pp. 35-40).

Liu, T.Q., Cardoso, D.T., Vieira, J.D., & Harries, K.A. (2017). Convenient and inexpensive test methods for pultruded GFRP composite materials. In Advanced Composites in Construction, ACIC 2017 - Proceedings of the 8th Biennial Conference on Advanced Composites in Construction, (pp. 29-34).

Li, X., Zhang, F., Xu, Q., Chen, J.F., & Harries, K. (2016). Bond behaviour of CFRP-to-timber interfaces. In Insights and Innovations in Structural Engineering, Mechanics and Computation - Proceedings of the 6th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2016, (pp. 1416-1420).CRC Press. doi: 10.1201/9781315641645-232.

Mohammadi, T., Wan, B., & Harries, K.A. (2016). Experimental study of intermediate crack debonding failure in FRP-strengthened concrete beams. In Proceedings of the 8th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2016, (pp. 326-331).

Vieira, J.D., Liu, T.Q., & Harries, K.A. (2016). Flexure stability of pultruded GFRP I-shapes. In Proceedings of the 8th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2016, (pp. 630-635).

Harries, K.A., & Cunningham, D. (2015). Open hole tension capacity of pultruded gfrp plate having staggered hole arrangement. In Advanced Composites in Construction, ACIC 2015 - Proceedings of the 7th Biennial Conference on Advanced Composites In Construction, (pp. 214-219).

Cardoso, D.C.T., Harries, K.A., & Batista, E.M. (2014). On the determination of mechanical properties for pultruded GFRP sections. In Proceedings of the 7th International Conference on FRP Composites in Civil Engineering, CICE 2014.

Cardoso, D.C.T., Harries, K.A., & Batista, E.M. (2014). Local buckling of pultruded GFRP I-section columns. In Proceedings of the 7th International Conference on FRP Composites in Civil Engineering, CICE 2014.

Cardoso, D.C.T., Harries, K.A., & Batista, E.M. (2014). Local buckling of pultruded GFRP I-section columns. In Proceedings of the 7th International Conference on FRP Composites in Civil Engineering, CICE 2014.

Cardoso, D.C.T., Harries, K.A., & Batista, E.M. (2014). On the determination of mechanical properties for pultruded GFRP sections. In Proceedings of the 7th International Conference on FRP Composites in Civil Engineering, CICE 2014.

Cardoso, D.C.T., Harries, K.A., & Batista, E.M. (2014). Local buckling of pultruded GFRP I-section columns. In Proceedings of the 7th International Conference on FRP Composites in Civil Engineering, CICE 2014.

Cardoso, D.C.T., Harries, K.A., & Batista, E.M. (2014). On the determination of mechanical properties for pultruded GFRP sections. In Proceedings of the 7th International Conference on FRP Composites in Civil Engineering, CICE 2014.

Cardoso, D.C.T., Harries, K.A., & De M. Batista, E. (2013). Behaviour of pultruded GFRP tubes: Subject to concentric compression. In Advanced Composites in Construction 2013, ACIC 2013 - Conference Proceedings, (pp. 17-28).

Mohammadi, T., Wan, B., & Harries, K. (2013). Finite element analysis of FRP debonding failure at the TIP of flexural/shear crack in concrete beam. In Proceedings of the 4th Asia-Pacific Conference on FRP in Structures, APFIS 2013.

Gentry, R., Bakis, C., Harries, K., Brown, J., Prota, A., & Parretti, R. (2012). Development of ASTM test methods for FRP composite materials: Overview and transverse shear. In Proceedings of the 6th International Conference on FRP Composites in Civil Engineering, CICE 2012.

Harries, K.A., Hamilton, H.R., Kasan, J., & Tatar, J. (2012). Development of standard bond capacity test for FRP bonded to concrete. In Proceedings of the 6th International Conference on FRP Composites in Civil Engineering, CICE 2012.

Harries, K.A., Wang, W.W., & Dai, J.G. (2012). Anchorage and long-term losses of a prestressed externally bonded CFRP system. In Proceedings of the 6th International Conference on FRP Composites in Civil Engineering, CICE 2012.

Harries, K.A., Wang, W.W., & Dai, J.G. (2012). Capacity development of externally bonded CFRP subject to oscillating loads during resin cure. In APFIS 2012 - 3rd Asia-Pacific Conference on FRP in Structures.

Eveslage, T., Aidoo, J., Bro, W., & Harries, K.A. (2011). Towards a Standard Test Method for Assessing FRP-to-Concrete Bond Characteristics. In Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010, (pp. 504-507).Springer Berlin Heidelberg. doi: 10.1007/978-3-642-17487-2_108.

Gentry, R., Bakis, C., Harries, K., Brown, J., Prota, A., & Parretti, R. (2011). Test method development for infrastructure composites applications. In International SAMPE Technical Conference.

Harries, K.A., & El-Tawil, S. (2011). Steel-FRP Composite Structural Systems. In Composite Construction in Steel and Concrete VI, (pp. 703-716).American Society of Civil Engineers. doi: 10.1061/41142(396)58.

Kim, Y.J., & Harries, K.A. (2011). Modeling of Steel Beams Strengthened with CFRP Strips Including Bond-Slip Properties. In Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010, (pp. 873-876).Springer Berlin Heidelberg. doi: 10.1007/978-3-642-17487-2_192.

Kasan, J.L., & Harries, K.A. (2009). Repair of impact-damaged prestressed concrete bridge girders with carbon fiber reinforced polymers. In APFIS 2009 - Asia-Pacific Conference on FRP in Structures, (pp. 157-162).

Coogler, K.L., Harries, K.A., & Gallick, M. (2008). Experimental study of offset mechanical lap splice behavior. In ACI STRUCTURAL JOURNAL, 105(4), (pp. 478-487).

Degala, S., Rizzo, P., Ramanathan, K., & Harries, K.A. (2008). Acoustic emission monitoring of externally bonded FRP-reinforced concrete. In Health Monitoring of Structural and Biological Systems 2008, 6935.SPIE. doi: 10.1117/12.775865.

Dutta, D., Sohn, H., Harries, K., & Rizzo, P. (2008). A nonlinear acoustic technique for crack detection in metallic structures. In Health Monitoring of Structural and Biological Systems 2008, 6935.SPIE. doi: 10.1117/12.776360.

Fortney, P.J., Harries, K.A., & Shahrooz, B.M. (2008). Design Compression Forces for Coupled Wall Structures. In Structures Congress 2008, 314.American Society of Civil Engineers. doi: 10.1061/41016(314)81.

Harries, K.A., Peck, A., & Abraham, E.J. (2008). Experimental investigations of FRP-stabilised steel compression members. In Proceedings of the 4th International Conference on FRP Composites in Civil Engineering, CICE 2008.

Abraham, E., & Harries, K.A. (2007). Conceptual Investigation of Partially Buckling Restrained Braces. In Structural Engineering Research Frontiers.American Society of Civil Engineers. doi: 10.1061/40944(249)53.

El-Tawil, S., & Harries, K.A. (2007). Recommendations for Seismic Design of Hybrid Coupled Walls. doi: 10.1061/40944(249)56.

Harries, K.A., & Moses, J. (2007). Replacing a composite RC bridge deck with an FRP deck - The effect on superstructure stresses. In Proceedings of the 1st Asia-Pacific Conference on FRP in Structures, APFIS 2007, 2, (pp. 1081-1086).

Harries, K.A., Abraham, E.J., & Peck, A. (2007). FRP-stabilised steel compression members. In Proceedings of the 1st Asia-Pacific Conference on FRP in Structures, APFIS 2007, 2, (pp. 987-992).

Porter, M.L., & Harries, K.A. (2007). Prioritized FRP Research Needs in Civil Infrastructure. In Structural Engineering Research Frontiers.American Society of Civil Engineers. doi: 10.1061/40944(249)54.

Porter, M.L., & Harries, K.A. (2007). Needed research for concrete with FRP composites. In Proceedings of the 1st International Conference on Recent Advances in Concrete Technology, RAC 2007, (pp. 533-540).

Rizzo, P., Debdhanit, Y., Kabara, J., Zadorozhny, V., Harries, K., & Tipper, D. (2007). Stress wave-based bridge monitoring system using wireless sensor networks. In Structural Health Monitoring 2007: Quantification, Validation, and Implementation - Proceedings of the 6th International Workshop on Structural Health Monitoring, IWSHM 2007, 2, (pp. 1255-1261).

Accord, N.B., Earls, C.J., & Harries, K.A. (2006). On the use of fiber reinforced composites to improve structural ductility in steel flexural members. In Structural Stability Research Council - Proceedings 2006 Annual Stability Conference, (pp. 17-35).

Harries, K.A., Shahrooz, B.M., Brienen, P., Fortney, P.J., & Rassati, G.A. (2006). Performance-Based Design of Coupled Wall Systems. In Composite Construction in Steel and Concrete V, (pp. 686-697).American Society of Civil Engineers. doi: 10.1061/40826(186)64.

Kim, S.D., In, C.W., Cronin, K.E., Sohn, H., & Harries, K. (2006). Active sensing for disbond detection in CFRP strengthened RC beam. In Proceedings of the 3rd European Workshop - Structural Health Monitoring 2006, (pp. 799-806).

Kim, S.D., In, C.W., Cronin, K.E., Sohn, H., & Harries, K. (2006). Application of outlier analysis for baseline-free damage diagnosis. In SPIE Proceedings, 6174 I.SPIE. doi: 10.1117/12.658285.

Kim, S.D., In, C.W., Cronin, K.E., Sohn, H., & Harries, K. (2006). Active sensing for disbond detection in FRP strengthened RC beams. In Conference Proceedings of the Society for Experimental Mechanics Series.

Harries, K. (2005). Fatigue behaviour of bonded FRP used for flexural retrofit. International Symposium on Bond Behavior of FRP in Structures (BBFS 2005).

Harries, K., & Aidoo, J. (2005). Deterioration of FRP-to-concrete bond under fatigue loading. International Symposium on Bond Behavior of FRP in Structures (BBFS 2005).

Harries, K.A. (2001). Ductility and Deformability of Coupling Beams in Reinforced Concrete Coupled Walls. Eighth Canadian Conference on Earthquake Engineering.Vancouver. doi: 10.1193/1.1586184.

Harries, K.A., Cook, W.D., & Mitchell, D. (1996). Seismic retrofit of reinforced concrete coupling beams using steel plates. In American Concrete Institute, ACI Special Publication, SP-160, (pp. 93-113).