| Seismic behavior and detailing of high-performance fiber-reinforced concrete coupling beams and coupled wall systems RD Lequesne, GJ Parra-Montesinos, JK Wight Journal of Structural Engineering 139 (8), 1362-1370, 2013 | 87 | 2013 |
| Earthquake-resistant squat walls reinforced with high-strength steel MY Cheng, SC Hung, RD Lequesne, A Lepage American Concrete Institute, 2016 | 64 | 2016 |
| Behavior and design of high-performance fiber-reinforced concrete coupling beams and coupled-wall systems RD Lequesne university of Michigan, 2011 | 56 | 2011 |
| Seismic detailing and behavior of coupling beams with high-peformance fiber-reinforced concrete R Lequesne, M Setkit, GJ Parra-Montesinos, JK Wight Special Publication 272, 189-204, 2010 | 45 | 2010 |
| Behavior of biaxially loaded slab-column connections with shear studs EM Matzke, RD Lequesne, GJ Parra-Montesinos, CK Shield American Concrete Institute, 2015 | 28 | 2015 |
| Anchorage of conventional and high-strength headed reinforcing bars Y Shao, D Darwin, M O’Reilly, RD Lequesne, KP Ghimire, M Hano University of Kansas Center for Research, Inc., 2016 | 25 | 2016 |
| Anchorage of high-strength reinforcing bars with standard hooks J Sperry, S Al-Yasso, N Searle, M DeRubeis, D Darwin, M O’Reilly, ... The University of Kansas Center for Research, Inc., 2015 | 23 | 2015 |
| Diagonally reinforced concrete coupling beams: Effects of axial restraint A Poudel, RD Lequesne, A Lepage University of Kansas Center for Research, Inc., 2018 | 22 | 2018 |
| High-strength steel bars in earthquake-resistant T-shaped concrete walls MS Huq University of Kansas, 2018 | 21 | 2018 |
| Conventional and high-strength hooked Bars—Part 1: Anchorage tests J Sperry, S Yasso, N Searle, M DeRubeis, D Darwin, M O’Reilly, ... American Concrete Institute, 2017 | 21 | 2017 |
| Seismic response of fiber-reinforced concrete coupled walls RD Lequesne, G Parra-Montesinos, JK Wight American Concrete Institute, 2016 | 19 | 2016 |
| Test of a coupled wall with high performance fiber reinforced concrete coupling beams RD Lequesne, G Parra-Montesinos, JK Wight American Concrete Institute, 2009 | 15 | 2009 |
| Conventional and High-Strength Hooked Bars: Detailing Effects J Sperry, D Darwin, M O’Reilly, A Lepage, RD Lequesne, AB Matamoros, ... American Concrete Institute, 2018 | 14 | 2018 |
| Implementation of High-Performance Fiber Reinforced Concrete Coupling Beams in High-Rise Core-Wall Structures in the Seattle Area R Lequesne, M Setkit, C Kopczynski, J Ferzli, MY Cheng, ... Advances in FRC Durability and Field Applications (SP-280-07). Tampa Bay …, 2011 | 13* | 2011 |
| Strength and deformation of reinforced concrete squat walls with high-strength materials MY Cheng, LSB Wibowo, MB Giduquio, RD Lequesne American Concrete Institute, 2021 | 11 | 2021 |
| Community capitals framework for linking buildings and organizations for enhancing community resilience through the built environment L Daniel, RK Mazumder, SA Enderami, EJ Sutley, RD Lequesne Journal of Infrastructure Systems 28 (1), 04021053, 2022 | 10 | 2022 |
| Diagonally reinforced concrete coupling beams with grade 120 (830) high-strength steel bars S Ameen, RD Lequesne, A Lepage American Concrete Institute, 2020 | 10 | 2020 |
| Correlations between compressive, flexural, and tensile behavior of self-consolidating fiber reinforced concrete WAH Tameemi, RD Lequesne University of Kansas Center for Research, Inc., 2015 | 10 | 2015 |
| Anchorage strength of conventional and high-strength hooked bars in concrete J Sperry, D Darwin, M O’Reilly, RD Lequesne University of Kansas Center for Research, Inc., 2015 | 10 | 2015 |
| Diagonally-reinforced concrete coupling beams with high-strength steel bars S Ameen, RD Lequesne, A Lepage University of Kansas Center for Research, Inc., 2020 | 9 | 2020 |
