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 | 76 | 2016 |
Behavior and design of high-performance fiber-reinforced concrete coupling beams and coupled-wall systems RD Lequesne university of Michigan, 2011 | 55 | 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 | 46 | 2010 |
Behavior of biaxially loaded slab-column connections with shear studs EM Matzke, RD Lequesne, GJ Parra-Montesinos, CK Shield American Concrete Institute, 2015 | 35 | 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 | 26 | 2016 |
Diagonally reinforced concrete coupling beams: Effects of axial restraint A Poudel, RD Lequesne, A Lepage University of Kansas Center for Research, Inc., 2018 | 25 | 2018 |
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 | 25 | 2015 |
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 | 24 | 2017 |
High-strength steel bars in earthquake-resistant T-shaped concrete walls MS Huq University of Kansas, 2018 | 22 | 2018 |
Seismic response of fiber-reinforced concrete coupled walls RD Lequesne, G Parra-Montesinos, JK Wight American Concrete Institute, 2016 | 17 | 2016 |
Strength and deformation of reinforced concrete squat walls with high-strength materials MY Cheng, LSB Wibowo, MB Giduquio, RD Lequesne American Concrete Institute, 2021 | 16 | 2021 |
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 | 16 | 2018 |
Test of a coupled wall with high performance fiber reinforced concrete coupling beams RD Lequesne, G Parra-Montesinos, JK Wight American Concrete Institute, 2009 | 16 | 2009 |
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 | 14 | 2022 |
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 | 14* | 2011 |
Quantitative evaluation of the damage to RC buildings caused by the 2023 southeast Turkey earthquake sequence S Pujol, I Bedirhanoglu, C Donmez, JD Dowgala, M Eryilmaz-Yildirim, ... Earthquake Spectra 40 (1), 505-530, 2024 | 13 | 2024 |
Observations about the seismic response of RC buildings in Mexico City S Alcocer, A Behrouzi, S Brena, K J Elwood, A Irfanoglu, M Kreger, ... Earthquake Spectra 36 (2_suppl), 154-174, 2020 | 12 | 2020 |
Diagonally reinforced concrete coupling beams with grade 120 (830) high-strength steel bars S Ameen, RD Lequesne, A Lepage American Concrete Institute, 2020 | 12 | 2020 |
Conventional and High-Strength Hooked Bars—Part 2: Data Analysis J Sperry, D Darwin, M O’Reilly, RD Lequesne, S Yasso, L Feldman, ... American Concrete Institute, 2017 | 11 | 2017 |