| Drift capacity of concrete columns reinforced with high-strength steel JM Rautenberg Purdue University, 2011 | 107 | 2011 |
| A method for drift-control in earthquake-resistant design of RC building structures A Lepage University of Illinois at Urbana-Champaign, 1997 | 68 | 1997 |
| Reconsidering the use of high-strength reinforcement in concrete columns JM Rautenberg, S Pujol, H Tavallali, A Lepage Engineering Structures 37, 135-142, 2012 | 66 | 2012 |
| Earthquake-resistant squat walls reinforced with high-strength steel MY Cheng, SC Hung, RD Lequesne, A Lepage American Concrete Institute, 2016 | 64 | 2016 |
| Concrete Beams Reinforced with High-Strength Steel Subjected to Displacement Reversals. H Tavallali, A Lepage, JM Rautenberg, S Pujol ACI Structural Journal 111 (5), 2014 | 57 | 2014 |
| Seismic design criteria for slab-column connections MBD Hueste, JA Browning, A Lepage, JW Wallace ACI Structural Journal 104 (4), 448, 2007 | 56 | 2007 |
| The collapse of the Alto Río building during the 27 February 2010 Maule, Chile, earthquake C Song, S Pujol, A Lepage Earthquake Spectra 28 (1_suppl1), 301-334, 2012 | 40 | 2012 |
| FDE index for goodness‐of‐fit between measured and calculated response signals JJ Dragovich, A Lepage Earthquake Engineering & Structural Dynamics 38 (15), 1751-1758, 2009 | 28 | 2009 |
| Accelerations of nonstructural components during nonlinear seismic response of multistory structures A Lepage, JM Shoemaker, AM Memari Journal of architectural engineering 18 (4), 285-297, 2012 | 25 | 2012 |
| Towards earthquake-resistant concrete structures with ultra high-strength steel reinforcement A Lepage, H Tavallali, S Pujol, J Rautenberg 14th World Conference on Earthquake Engineering, Beijing, China, 2008 | 25 | 2008 |
| A method for drift-control in earthquake-resistant design of reinforced concrete building structures A Lepage PhD thesis, University of Illinois, Urbana, Illinois, 1997 | 25 | 1997 |
| 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 |
| High-performance steel bars and fibers as concrete reinforcement for seismic-resistant frames A Lepage, H Tavallali, S Pujol, JM Rautenberg Advances in Civil Engineering 2012, 1-13, 2012 | 23 | 2012 |
| 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 |
| Best-fit models for nonlinear seismic response of reinforced concrete frames A Lepage, MW Hopper, SA Delgado, JJ Dragovich Engineering Structures 32 (9), 2931-2939, 2010 | 19 | 2010 |
| Global and local seismic drift estimates for RC frames JA Browning, B Warden, A Matamoros, A Lepage Engineering Structures 30 (5), 1262-1271, 2008 | 18 | 2008 |
| Wind tunnel methods D Boggs, A Lepage Special Publication 240, 125-142, 2006 | 17 | 2006 |
| An experimental study of autoclaved aerated concrete lintels strengthened with externally bonded glass FRP AM Memari, A Lepage, J Setthachayanon Journal of reinforced plastics and composites 29 (22), 3322-3337, 2010 | 15 | 2010 |
Remy LequesneUniversity of KansasVerified email at ku.edu
