Publications

Pujol, S., Bedirhanoflu, I., Donmez, C., Dowgala, J. D., Eryilmaz Yildirim, M., Klaboe, K., Koroglu, F. B., Lequesne, R. D., Ozturk, B., Pledger, L., and Sonmez, E., (2024). "Quantitative Evaluation of the Damage to RC Buildings Caused by 2023 South-East Turkey Earthquake Sequence.", Earthquake Spectra, 40(1), 505-530.

Chin, C.-H., Cheng, M.-Y., Lepage, A., & Lequesne, R. D., (2024). "Shake-Table Tests to Compare the Seismic Response of Concrete Frames with Conventional and High-Strength Reinforcement." Earthquake Engineering and Structural Dynamics, 53(1), 89-115.

Lepage, A., Lequesne, R. D., Weber-Kamin, A. S., Ameen, S., & Cheng, M.-Y., (2023). "Chord Rotation Capacity and Strength of Diagonally-Reinforced Concrete Coupling Beams." ACI Structural Journal, 120(6), 137-150.

Ahmad, T., Gharehbaghi, V., Li, J., Bennett, C., & Lequesne, R. D., (2023). "Crack Segmentation in the Wild using Convolutional Neural Networks and Bootstrapping." Earthquake Engineering and Resilience, 2(3), 348-363.

Lee, H.-J., Lequesne, R. D., Lepage, A., Lin, J.-X., Wang, J.-C., & Yin, Y.-L., (2023). "Minimum Joint Depth for Moment Frames with High-Strength Materials." ACI Structural Journal, 120(1), 225-239. 

Daniel, L., Mazumder, R. K., Enderami, S. A., Sutley, E. J., & Lequesne, R. D.,(2022). "A Community Capitals Framework for Linking Buildings and Organizations for Enhancing Community Resilience through the Built Environment." ASCE Journal of Infrastructure Systems, 28(1). 

Poudel, A., Ameen, S., Lequesne, R. D., & Lepage, A., (2021). "Diagonally Reinforced Concrete Coupling Beams: Effects of Axial Restraint." ACI Structural Journal, 118(6), 293-303.

Sutley, E. J., Kim, J. H., Kirkham, W. J., and Lequesne, R. D., (2021). "Examining Tornado Risk and Vulnerability in Kansas with Recent Findings from an EF4 Tornado." Natural Hazards Review, 22(3). 

Huq, M. S., Burgos, E. A., Lequesne, R. D., and Lepage, A., (2021). "High-Strength Steel Bars in Earthquake-Resistant RC T-Shaped Walls." ACI Structural Journal, 118(1), 215-226. 

Cheng, M.-Y., Wibowo, L. S. B., Giduquio, M. B., and Lequesne, R. D., (2021). "Strength and Deformation Capacity of RC Squat Walls Constructed with High-Strength Materials." ACI Structural Journal, 118(1), 125-137.

Alcoer, S., Behrouzi, A., Brena, S., Elwood, K., Irfanoglu, A., Kreger, M., Lequesne, R. D., Mosqueda, G., Pujol, S., Puranam, A., Rodriguez, M., Shah, P., Stavridis, A., and Wood, R., (2020). "Observations about the Seismic Response of RC Buildings in Mexico City.” Earthquake Spectra, 36(S2), 154-174.

Ameen, S., Lequesne, R. D., and Lepage, A., (2020). "Diagonally-Reinforced Concrete Coupling Beams with Grade 120 (830) High-Strength Steel Bars." ACI Structural Journal, 117(6), 199-210.

Lequesne, R. D., Collins, W., Lucon, E., Darwin, D., and Poudel, A., (2020). "Interlaboratory Study of Standard Methods for Testing Multi-Wire Steel Prestressing Strand." PCI Journal, 65(4), 71-86.

Lequesne, R. D. and Collins, W., (2020). "Load Rating Reinforced Concrete Bridges without Plans: State-of-the-Practice.” SP-342: Advanced Analysis and Testing Methods for Concrete Bridge Evaluation and Design Special Publication ​of the American Concrete Institute, Farmington Hills, MI. (80-97 pp.).

Li, C., Lequesne, R. D., and Matamoros, A., (2019). "Girder-Deck Interface: Partial Debonding, Deck Replacement, and Composite Action." ASCE Journal of Bridge Engineering, 24(1), 14.

Sperry, J., Darwin, D., O'Reilly, M., Lepage, A., Lequesne, R. D., Matamoros, A., Feldman, L., Yasso, S., Searle, N., DeRubeis, M., and Ajaam, A., (2018). "Conventional and High-Strength Hooked Bars: Detailing Effects." ACI Structural Journal, 115(1), 248-258.

Parra-Montesinos, G. J., Wight, J. K., Kopczynski, C., Lequesne, R. D., Setkit, M., Conforti, A., and Ferzli, J., (2017). "Elimination of Diagonal Reinforcement in Earthquake-Resistant Coupling Beams through Use of Fiber-Reinforced Concrete.” SP-313: Proceedings of the First ACI and JCI Joint Seminar: Design of Concrete Structures Against Earthquake and Tsunami Disasters, Special Publication ​of the American Concrete Institute, Farmington Hills, MI.

Parra-Montesinos, G. J., Wight, J. K., Kopczynski, C., Lequesne, R. D., Setkit, M., Conforti, A., and Ferzli, J., (2017). “Earthquake-Resistant Fiber Reinforced Concrete Coupling Beams Without Diagonal Bars.” SP-310: Fibre-Reinforced Concrete: From Design to Structural Applications FRC 2014: ACI-fib International Workshop, Special Publication ​of the American Concrete Institute, Farmington Hills, MI.

Sperry, J., Yasso, S., Searle, N., DeRubeis, M., Darwin, D., O'Reilly, M., Matamoros, A., Feldman, L., Lepage, A., Lequesne, R. D., and Ajaam, A., (2017). "Conventional and High-Strength Hooked Bars - Part 1: Anchorage Tests." ACI Structural Journal, 114(1), 255-265.

Sperry, J., Darwin, D., O'Reilly, M., Lequesne, R. D., Yasso, S., Matamoros, A., Feldman, L., & Lepage, A., (2017). "Conventional and High-Strength Hooked Bars - Part 2: Data Analysis." ACI Structural Journal, 114(1), 266-276.

Cheng, M.-Y., Hung, S.-C., Lequesne, R. D., and Lepage, A., (2016). "Earthquake-Resistant Squat Walls Reinforced with High-Strength Steel." ACI Structural Journal, 113(5), 1065-1076.

Cheng, M.-Y., Wibowo, L. S.B., Lequesne, R. D., Lepage, A., and Giduquio, M. B., (2016). "Deformation Capacity and Strength of RC Frame Members with High-Strength Materials." SP-311: James K. Wight: A Tribute from his Students and Colleagues, Special Publication ​of the American Concrete Institute, Farmington Hills, MI.

Lequesne, R. D. and Parra-Montesinos, G. J., (2016). "A Review of Research on Shear Strength Decay in Members under Load Reversals." SP-311: James K. Wight: A Tribute from his Students and Colleagues, Special Publication ​of the American Concrete Institute, Farmington Hills, MI.

Lequesne, R. D., Parra-Montesinos, G. J., and Wight, J. K., (2016). “Seismic Response of Fiber-Reinforced Concrete Coupled Walls.” ACI Structural Journal, 113(3), 435-445.

Matzke, E. M., Lequesne, R. D., Parra-Montesinos, G. J., and Shield, C. K., (2015). “Behavior of Biaxially Loaded Slab-Column Connections with Shear Studs.” ACI Structural Journal, 112(3), 335-346.

Lequesne, R. D. and Pincheira, J. A., (2014). “Proposed Revisions to the Strength-Reduction Factor for Axially Loaded Members.” Concrete International, 36(9) 43-49.

Lequesne, R. D., Parra-Montesinos, G. J., and Wight, J. K., (2013). “Seismic Behavior and Detailing of High-Performance Fiber-Reinforced Concrete Coupling Beams and Coupled Wall Systems.” J. Struct. Eng. 139, SPECIAL ISSUE: NEES 2: Advances in Earthquake Engineering, 1362–1370.

Lequesne, R. D., Setkit, M., Kopczynski, C., Ferzli, J., Cheng, M.-Y., Parra-Montesinos, G. J., and Wight, J. K., (2011), “Implementation of High-Performance Fiber Reinforced Concrete Coupling Beams in High-Rise Core-Wall Structures,” SP-280: Advances in FRC Durability and Field Applications, Special Publication ​of the American Concrete Institute, Farmington Hills, MI, 12 pp.

Lequesne, R. D., Setkit, M., Parra-Montesinos, G. J., and Wight, J. K., (2010), “Seismic Detailing and Behavior of Coupling Beams Incorporating High-Performance Fiber Reinforced Concrete,” SP-272: Antoine E. Naaman Symposium: Four Decades of Progress in Prestressed Concrete, Fiber Reinforced Concrete and Thin Laminate Composites, Special Publication of the American Concrete Institute, Farmington Hills, MI, 14 pp.

Lequesne, R. D., Parra-Montesinos, G. J., and Wight, J. K., (2009), “Test of a Coupled Wall with High Performance Fiber Reinforced Concrete Coupling Beams,” SP-265: Thomas T. C. Hsu Symposium: Shear and Torsion of Concrete Structures, Special Publication ​of the American Concrete Institute, Farmington Hills, MI.

Chin, C.-H., Cheng, M.-Y., Lepage, A., and Lequesne, R. D., (2023). DATASET: Test Results from Shake Table Tests of Reinforced Concrete Frames with Grade 60 or 100 (420 or 6909) Reinforcement, KU Scholarworks, Lawrence, KS.

Dumler, M., Sutley, E., & Lequesne, R. D., (2021). “Contractors’ Perceptions of Tornado-Resistant Building Design,” in PRJ-3298:Local Perceptions on Building Safety and Building Performance after the 2019 EF4 Linwood, Kansas, Tornado. DesignSafe-CI. doi: 10.17603/ds2-f9db-p423

Sutley, E., Reed, D., Lequesne, R. D., Kirkham, W., Li, J., Kim, J., Gelina, B., Enderami, S., Dumler, M., Taher, S., Bhatta, A., Vazquez, K., & Caraway-Short, L., (2021). “Six-Month Post-Tornado Repair Progress: Wave 2,” in PRJ-2397:StEER-28 May 2019 Linwood, KS, EF4 Tornado: Field Assessment Structural Team 1 (FAST-1). DesignSafe-CI. doi: 10.17603/ds2-an2v-2c39

Sutley, E., Dumler, M., Mazumder, R., Lequesne, R. D., Li, J., Kirkham, W., Reed, D., Kim, J., & Thompson, T., (2021). “One-Year Post-Tornado Repair Progress: Wave 3,” in PRJ-2397:StEER-28 May 2019 Linwood, KS, EF4 Tornado: Field Assessment Structural Team 1 (FAST-1). DesignSafe-CI. doi: 10.17603/ds2-5ysj-a554

Ameen, S., Poudel, A., Lequesne, R. D., & Lepage, A., (2021). PRJ-3077 Diagonally-Reinforced Concrete Coupling Beams with High-Strength Steel Bars. DesignSafe-CI. doi: 10.17603/ds2-dv8n-yx58

Weber-Kamin, A., Ameen, S., Lequesne, R. D., & Lepage, A., (2021). PRJ-3053: Database of Diagonally-Reinforced Concrete Coupling Beams. DesignSafe-CI. doi: 10.17603/ds2-46wc-n185

Burgos, E. A., Lepage, A., & Lequesne, R. D., (2021). PRJ-2963: Earthquake-Resistant T-Shaped Concrete Walls with High-Strength Steel Bars (Wall T5 and T6). DesignSafe-CI. doi: 10.17603/ds2-ak27-4d16

Weber-Kamin, A., Lequesne, R. D., & Lepage, A., (2020). PRJ-2876: Reinforced Concrete Coupling Beams with High-Strength Steel Bars. DesignSafe-CI. doi: 10.17603/ds2-k0rq-s232

Sutley, E., Li, J., Chen, Z., Chao, H., Daniel, L., Lequesne, R. D., Sharma, P., Roueche, D., Taher, S., Kirkham, W., Kim, J., & Clements, J., (2020). PRJ-2397:STEER - 28 May 2019 Linwood, KS EF4 Tornado: Field Assessment Structural Team 1 (FAST-1). DesignSafe-CI. doi: 10.17603/ds2-a06x-f358

Pujol, S., Puranam, A., Stavridis, A., Behrouzi, A., Elwood, K., Lequesne, R. D., Mosqueda, G., Wood, R., Brena, S., & Shah, P., (2019). PRJ-2285: Buildings Surveyed after 2017 Mexico City Earthquakes. DesignSafe-CI. doi: 10.17603/ds2-4132-bn84

Huq, M. S., Lequesne, R. D., & Lepage, A., (2018).PRJ-1817: Earthquake-Resistant T-shaped Concrete Walls with High-Strength Steel Bars. DesignSafe-CI. doi: 10.17603/DS28D72

Lequesne, R. D., and Pujol, S., (2024). “The Need for Lower Drift Limits,” Proceedings of the 7th Huixian International Forum on Earthquake Engineering for Young Researchers, Harbin, China. (extended abstract).

Palipana, D. K., Mouak, A. A., Bennett, C. R., Lequesne, R. D., and Li, J., (2024). “Bond Characterization of FRP under Flexure for Concrete Dam Applications,” Proceedings of the United States Society on Dams Annual Conference, Seattle, WA.

Doodgaon, A., Li, J., Bennett, C. R., Lequesne, R. D., Ahmad, T., and Gharehbaghi, V., (2024). “Synthetic Data Generation for Deep Learning-Based Damage Detection in Concrete Dams,” Proceedings of the United States Society on Dams Annual Conference, Seattle, WA.

Ahmad, T., Li, J., Gharehbaghi, V., Doodgaon, A., Bennett, C., and Lequesne, R. D., (2024). “Structural Health Monitoring and Damage Detection in Concrete Dams using Aerial Photography and Deep Learning,” Proceedings of the United States Society on Dams Annual Conference, Seattle, WA. (extended abstract).

Burgos, E. A., Lepage, A., & Lequesne, R. D., (2023). “Influencia de las Propiedades Mecánicas del Acero de Alta Resistencia en el Comportamiento de Muros de Concreto”. Proceedings of CONIA 2023. El Salvador.

Lepage, A., Lequesne, R. D., Weber-Kamin, A. S., & Ameen, S. (2022). "Chord Rotation Capacity of Diagonally Reinforced Concrete Coupling Beams." 12th National Conference on Earthquake Engineering. Salt Lake City, Utah.

Burgos, E. A., Huq, M. S., Lequesne, R. D., & Lepage, A., (2022). "Moment-Curvature Analysis for Strain Estimates of Concrete T-Shaped Walls Reinforced with High-Strength Steel." 12th National Conference on Earthquake Engineering. Salt Lake City, Utah.

Burgos, E. A., Huq, M. S., Lequesne, R. D., & Lepage, A., (2022). "Moment-Curvature Analysis for Deformation Capacity of Reinforced Concrete T-Shaped Walls with High-Strength Steel." 12th National Conference on Earthquake Engineering. Salt Lake City, Utah.

Valentini, G., Lequesne, R. D., Lepage, A., & Darwin, D., (2022). "Development and Lap Splice Length of Straight Bars in Compression." Proceedings: Bond in Concrete 2022. Stuttgart, Germany, p. 14-25.

Rulon, R., Lequesne, R. D., Darwin, D., & Lepage, A., (2022). "Lap Splicing of Large High-Strength Steel Reinforcing Bars." Proceedings: Bond in Concrete 2022. Stuttgart, Germany, p. 542-553.

Banaeipour, A., Darwin, D., O’Reilly, M., Lepage, A., & Lequesne, R. D., (2022). "Anchorage of High-Strength No. 14 (43 mm) Hooked Bars." Proceedings: Bond in Concrete 2022. Stuttgart, Germany, p. 627-638.

Lee, H.-J., Lin, J.-X., Lequesne, R. D., Lepage, A., and Wang, J.-C., (2019). "Experimental Study on Minimum Interior Joint Depth for Special Moment Frames with High-Strength Reinforcement and Concrete." The 21st Japan-Taiwan-Korea Joint Seminar on Earthquake Engineering for Building Structures (SEEBUS 2019). Hsinchu, Taiwan.

Huq, M. S., Burgos, E. A. Lequesne, R. D., and Lepage, A., (2018). "High-Strength Steel Bars in T-Shaped Concrete Walls." In Proceedings: Eleventh U.S. National Conference on Earthquake Engineering, June 2018 (pp. 10). Los Angeles, California.

Ameen, S., Weber-Kamin, A. S., Lequesne, R. D., and Lepage, A., (2018). "Diagonally-Reinforced Concrete Coupling Beams with High-Strength Steel Bars." In Proceedings: Eleventh U.S. National Conference on Earthquake Engineering, June 2018 (pp. 10). Los Angeles, California.

McVey, M., Bennett, C., Luchies, C., and Lequesne, R. D., (2018). "An Investigation of the Effect of Curriculum-Embedded Peer Mentoring on Student Learning in Two Undergraduate Mechanics Courses." In Proceedings: American Society for Engineering Education Annual Conference and Exposition, June 2018 (pp. 8). Salt Lake City, Utah.

McVey, M., Bennett, C., Collins, W., Lequesne, R. D., Luchies, C., Wilson, S., Sutley, E., Fadden, M., and Melgares, C., (2018). "Peer Mentoring for All: Investigating the Feasibility of a Curricular-Embedded Peer Mentoring Structure." In Proceedings: American Society for Engineering Education Annual Conference and Exposition, June 2018 (pp. 18). Salt Lake City, Utah.

Ameen, S., Lequesne, R. D., Lepage, A., Weber-Kamin, A. S., and Huq, M. S., (2017). "Behavior of Diagonally-Reinforced Concrete Coupling Beams with High-Strength Steel Bars." Proceedings: 16WCEE - 16th World Conference on Earthquake Engineering. Santiago, Chile.

Huq, M. S., Lepage, A., Lequesne, R. D., Weber-Kamin, A. S., and Ameen, S., (2017). "Influence of Mechanical Properties of High-Strength Steel on Deformation Capacity of Reinforced Concrete Walls." Proceedings: 16WCEE - 16th World Conference on Earthquake Engineering. Santiago, Chile.

Tameemi, W., Perez-Irizarry, A. L., Dudnik, V., Lequesne, R. D., and Parra-Montesinos, G. J., (2016). "Correlations between Results from Compressive, Flexural, and Tensile Tests of Steel Fiber Reinforced Concrete." Proceedings: BEFIB2016 - 9th Rilem International Symposium on Fiber Reinforced Concrete. Vancouver, Canada.

Monfardini, L., Lequesne, R. D., Minelli, F., Parra-Montesinos, G. J., and Pincheira, J. A., (2015). "Stability of Reinforcing Bars in Steel Fiber Reinforced Concrete Flexural Members." Proceedings: HPFRCC 7 - High Performance Fiber Reinforced Cement Composites. Stuttgart, Germany.

Parra-Montesinos, G. J., Wight, J. K., Kopczynski, C., Lequesne, R. D., Setkit, M., Conforti, A., and Ferzli, J., (2014). “High-Performance Fiber Reinforced Concrete Coupling Beams: From Research to Practice.” Proceedings: Tenth U.S. National Conference on Earthquake Engineering, Anchorage, AK, July 21-25.

Lequesne, R. D., Setkit, M., Parra-Montesinos, G. J., and Wight, J. K., (2011), “High-Strength Steel Fibers as Replacement for Diagonal and Confinement Reinforcement in Coupling Beams,” Proceedings of 9th International Symposium on High Performance Concrete – Design, Verification and Utilization, Christchurch, NZ, August 9-11, 8 pp.

Parra-Montesinos, G. J., Wight, J. K., Lequesne, R. D., and Setkit, M., (2011), “A Summary of Ten Years of Research on HPFRC Coupling Beams,” Proceedings of High Performance Fiber-Reinforced Cement Composites (HPFRCC6), Ann Arbor, MI, USA, June 19-22, 9 pp.

Wight, J. K., Parra-Montesinos, G. J., and Lequesne, R. D., (2011), “Use of High-Performance Fiber-Reinforced Concrete in the Design of Coupled Wall Systems for Earthquake Motions,” Proceedings of fib Symposium 2011, Prague, Czech Republic, June 8-10, p. 503-506.

Lequesne, R. D., Wight, J. K., and Parra-Montesinos, G. J., (2010), “High-Performance Fiber-Reinforced Concrete Coupled-Wall Systems: Design and Behavior,” Proceedings of 14th European Conference on Earthquake Engineering, Ohrid, Republic of Macedonia, August 30-September 3.

Lequesne, R. D., Wight, J. K., and Parra-Montesinos, G. J., (2010), “Seismic Detailing and Behavior of Coupled-Wall Systems with High-Performance Fiber-Reinforced Concrete,” Proceedings of 9th National and 10th Canadian Conference on Earthquake Engineering, Toronto, CA, July 25-29, 10 pp.

Lequesne, R. D., Wight, J. K., and Parra-Montesinos, G. J., (2010), “Large-Scale Testing of High-Performance Fiber-Reinforced Concrete Coupled Walls,” Joint Conference Proceedings of 7CUEE & 5ICEE, Tokyo, Japan, March 3-5, 9 pp.

Wight, J. K., Parra-Montesinos G. J., and Lequesne, R. D., (2009), “The Design of Coupled WallSystems for Earthquake Motions with High-Performance Fiber Reinforced Concrete,” Proceedings of WCCE-ECCE-TCCE Joint Conference Earthquake & Tsunami, Istanbul, Turkey, June 22-24, 13 pp.

Wight, J. K. and Lequesne, R. D., (2008), “Earthquake-Resistant Design of Coupling Beam Elements Incorporating High-Performance Fiber Reinforced Concrete,” Proceedings of International Seminar on Seismic-Resistant Design of Reinforced Concrete Structures, Bogota, D.C., Columbia, May 15, p 97-108.

Wight, J. K., Parra-Montesinos G. J., and Lequesne, R. D., (2007), “High-Performance Fiber Reinforced Concrete for Earthquake-Resistant Design of Coupled Wall Systems,” Proceedings of Fifth International RILEM Workshop, High Performance Fiber-Reinforced Cement Composites (HPFRCC5), Mainz, Germany, July 10-13, 8 pp.

Neupane, U., Lequesne, R. D., Lepage, A., & Darwin, D., (2024). Behavior of Earthquake-Resistant Reinforced Concrete Column-Foundation Connections. (SM Report No. 162, pp. 250). University of Kansas Center for Research, Inc.

Niyonyungu, F., Lequesne, R. D., Lepage, A., & Darwin, D., (2024). Deformation Capacity of Reinforced Concrete Column-to-Foundation Connections with Anchorage/Breakout Failures. (SM Report No. 161, pp. 182). University of Kansas Center for Research, Inc.

Valentini, G., Lequesne, R. D., Lepage, A., & Darwin, D., (2024). Compression Lap Splices and Compression Development of Headed and Hooked Bars in Beam-Column Joints. (SM Report No. 159, pp. 188). University of Kansas Center for Research, Inc.

Adhikari, B., Lequesne, R. D., & Collins, W., (2024). Long-Term Implications of Redecking Bridges with Prestressed Concrete Girders. (SM Report No. 158, pp. 152). University of Kansas Center for Research, Inc.

Neupane, U., Niyonyungu, F., Lequesne, R. D., Lepage, A., and Darwin, D., (2024). Deformation Capacity of Walls with Mechanical Splices and Column-Foundation Connections. Electrical Power Research Institute. 347 pp.

Bennett, C. R., Lequesne, R. D., Li, J., Mouak, A., Diehm, J., Friess, G., Zanatta, T., Ahmad, T., Gharehbaghi, V., and Doodgaon, A., (2024). Improving the Performance of Concrete Dam Infrastructure Through Use of Fiber-Reinforced Polymers, Year 1 Annual Report for Contract W912HZ22C0016. Engineer Research and Development Center Geotechnical and Structures Laboratory. 86 pp.

McVey, I., Husic, A., Collins, W., Lequesne, R. D., and Roundy, J. K., (2024). Development of Adjustment Factors and Load Ratings via Statistical Analyses of the National Bridge Inventory, KTRAN: KU-22-2. Kansas Department of Transportation. 60 pp.

Darwin, D., O’Reilly, M., Lequesne, R. D., & Thapa, S., (2023). Bond Behavior of Epoxy-Coated Reinforcing Bars in Non-Proprietary UHPC. (SM Report No. 156, pp. 95). University of Kansas Center for Research, Inc.

Banaeipour, A., Darwin, D., O'Reilly, M., Lequesne, R. D., & Lepage, A., (2023). Development of Large high-Strength Reinforcing Bars with Standard hooks and Heads. (SM Report No. 153, pp. 426). University of Kansas Center for Research, Inc.

Aljawad, Y., Lequesne, R. D., & O’Reilly, M., (2022). Low-Shrinkage Ultra-High-Performance Concrete. (SL Report 22-3, pp. 69). University of Kansas Center for Research, Inc.

Rulon, R., Lequesne, R. D., Lepage, A., & Darwin, D., (2022). Lap Splicing of Large High-Strength Steel Reinforcing Bars. (SM Report No. 148, pp. 136). University of Kansas Center for Research, Inc.

Burgos, E. A., Lequesne, R. D., & Lepage, A., (2020). Earthquake-Resistant T-Shaped Concrete Walls with High-Strength Steel Bars. (SM Report No. 142, pp. 356). University of Kansas Center for Research, Inc.

Weber-Kamin, A. S., Lequesne, R. D., & Lepage, A., (2020). Reinforced Concrete Coupling Beams with High-Strength Steel Bars. (SM Report No. 143, pp. 598). University of Kansas Center for Research, Inc.

Al-Sabawy, A., Lequesne, R. D., O'Reilly, M., Darwin, D., & Lepage, A., (2020). Headed and High-Strength Shear Reinforcement in Concrete Members. (SM Report No. 139, pp. 498). University of Kansas Center for Research, Inc.

Ameen, S., Lequesne, R. D., & Lepage, A., (2020). Diagonally-Reinforced Concrete Coupling Beams with High-Strength Steel Bars. (SM Report No. 138, pp. 346). University of Kansas Center for Research, Inc.

Lucon, E., Lequesne, R. D., Collins, W., & Darwin, D., (2020). Research Report A01-2000 - Interlaboratory Study to Establish Precision Statements for ASTM A1061/A1061M-20, Standard Test Methods for Testing Multi-Wire Steel Prestressing Strand. (30 pp.). ASTM International.

Sutley, E., Lequesne, R. D., Gelino, B., Reed, D., Phan, N., Smith, M., Dumler, M., Bhatta, A., Enderami, S., & Snay, A., (2020). May 28, 2019 EF4 Linwood Tornado: Six-Month Post-Tornado Recovery Report. StEER - 28 MAY 2019 LINWOOD, KS EF4 TORNADO: FIELD ASSESSMENT STRUCTURAL TEAM 1 (FAST-1) (54 pp.). DesignSafe-CI.

Blessent, M., Darwin, D., Lepage, A., Lequesne, R. D., & O’Reilly, M., (2020). Anchorage of Large High-Strength Reinforcing Bars with Standard Hooks and Heads: Initial Tests. (SL Report 20-3, pp. 52). University of Kansas Center for Research, Inc. 

Mudaliar, T., Lequesne, R. D., & Fadden, M., (2020). Topology Optimized Reinforced Concrete Walls Constructed with 3D Printed Formwork. (SL Report 20-1, pp. 152). University of Kansas Center for Research, Inc.

Weber-Kamin, A. S., Ameen, S., Lequesne, R. D., & Lepage, A., (2019). Reinforced Concrete Coupling Beams with High-Strength Steel Bars (pdf). (pp. 424). Charles Pankow Foundation.

Sutley, E., Lequesne, R. D., Li, J., Kirkham, W., Chen, Z., Al-Sabawy, A., Daniel, L., Enderami, S., Kim, J., Mudaliar, T., Taher, S., Sharma, P., & Roueche, D., (2019). StEER - 28 May 2019 Linwood, KS EF4 Tornado: Field Assessment Structural Team (FAST) Early Access Reconnaissance Report (EARR). DesignSafe-CI.

Lequesne, R. D., & Collins, W., (2019). Synthesis of Rating Methodologies for Concrete Bridges without Plans (SL Report 19-2, pp. 292). University of Kansas Center for Research.

Lequesne, R. D., Collins, W., Lucon, E., Poudel, A., & Darwin, D., (2019). Development of a Precision Statement for ASTM A1061 (SM Report No. 131, pp. 126). University of Kansas Center for Research.

Weber-Kamin, A. S., Lequesne, R. D., & Lepage, A., (2019). RC Coupling Beams with High-Strength Steel Bars: Summary of Test Results (SL Report 19-1, pp. 136). University of Kansas Center for Research.

Huq, M. S., Weber-Kamin, A. S., Ameen, S., Lequesne, R. D., & Lepage, A., (2018). High-Strength Steel Bars in Earthquake-Resistant T-Shaped Concrete Walls. (SM Report No. 128, pp. 398). University of Kansas Center for Research.

Poudel, A., Lequesne, R. D., & Lepage, A., (2018). Diagonally Reinforced Concrete Coupling Beams: Effects of Axial Restraint (SL Report 18-3, pp. 48). University of Kansas Center for Research.

Huq, M. S., Weber-Kamin, A. S., Ameen, S., Lequesne, R. D., & Lepage, A., (2017). High-Strength Steel Bars in Reinforced Concrete Walls: Influence of Steel Mechanical Properties on Deformation Capacity. (pp. 318). Charles Pankow Foundation.

Lequesne, R. D., O'Reilly, M., Darwin, D., Lepage, A., Al-Sabawy, A., Guillen, E., & Spradling, D., (2018). Use of High-Strength Headed Bars as Shear Reinforcement. (SM Report No. 126, pp. 261). University of Kansas Center for Research.

Li, C., Lequesne, R. D., & Matamoros, A., (2017). Composite Action in Prestressed NU I-Girder Bridge Deck Systems Constructed with Bond Breakers to Facilitate Deck Removal. (KTRAN: KU-15-1, pp. 188). Kansas Department of Transportation.

Shao, Y., Darwin, D., O'Reilly, M., Lequesne, R. D., Ghimire, K., & Hano, M., (2016). Anchorage of Conventional and High-Strength Headed Reinforcing Bars (SM Report No. 117, pp. 334). University of Kansas Center for Research.

Carlton, K., &  Lequesne, R. D., (2016). Charts for Preliminary Selection of NU Girder Sections Based on Kansas Department of Transportation LRFD Design Guidelines for Prestressed Concrete Beams. (SL Report No. 16-2, pp. 38). University of Kansas Center for Research.

Sperry, J., Darwin, D., O'Reilly, M., &  Lequesne, R. D., (2015). Anchorage Strength of Conventional and High-Strength Hooked Bars in Concrete. (SM Report No. 115, pp. 281). University of Kansas Center for Research.

Tameemi, W., &  Lequesne, R. D., (2015). Correlations Between Compressive, Flexural, and Tensile Behavior of Self-Consolidating Fiber Reinforced Concrete​. (SM Report No. 114, pp. 399). University of Kansas Center for Research.

Sperry, J., Al-Yasso, S., Searle, N., DeRubeis, M., Darwin, D., O'Reilly, M., Matamoros, A., Feldman, L., Lepage, A., Lequesne, R. D., & Ajaam, A., (2015). Anchorage of High-Strength Reinforcing Bars with Standard Hooks. (SM Report No. 111, pp. 260). University of Kansas Center for Research.

Matzke, E., Lequesne, R. D., Shield, C. K., & Parra-Montesinos, G. J., (2013). Drift Capacity of Slab-Column Connections Reinforced with Headed Shear Studs and Subjected to Combined Gravity Load and Biaxial Displacements (pdf), Charles Pankow Foundation, 256 pp.

Donnelly, J. P., Lawler, J. S., Rende, N. S., Krauss, P. D., Kurth, J. C., & Lequesne, R. D., (2012). I-129 Missouri River Bridge Deck Condition Assessment Using Non-Destructive Testing Methods. 227 pp. Iowa Department of Transportation and Federal Highway Administration.

Lequesne, R. D., (2011). Behavior and Design of High-Performance Fiber-Reinforced Concrete Coupling Beams and Coupled-Wall Systems, PhD. Dissertation, University of Michigan, Ann Arbor, MI, 277 pp.