| Interfacial properties of ultrahigh-performance concrete and high-strength concrete bridge connections HH Hussein, KK Walsh, SM Sargand, EP Steinberg Journal of Materials in Civil Engineering 28 (5), 04015208, 2016 | 126 | 2016 |
| Modeling the shear connection in adjacent box-beam bridges with ultrahigh-performance concrete joints. I: Model calibration and validation HH Hussein, KK Walsh, SM Sargand, FT Al Rikabi, EP Steinberg Journal of Bridge Engineering 22 (8), 04017043, 2017 | 87 | 2017 |
| Closed‐form equations for coupling linear structures using stiffness and damping elements A Richardson, KK Walsh, MM Abdullah Structural Control and Health Monitoring 20 (3), 259-281, 2013 | 51 | 2013 |
| Modeling the shear connection in adjacent box-beam bridges with ultrahigh-performance concrete joints. II: Load transfer mechanism SM Sargand, KK Walsh, HH Hussein, FT Al Rikabi, EP Steinberg Journal of Bridge Engineering 22 (8), 04017044, 2017 | 36 | 2017 |
| Experimental investigation of direct tension bond performance of high-strength concrete and ultrahigh-performance concrete connections AA Semendary, W Hamid, I Khoury, EP Steinberg, KK Walsh Journal of Materials in Civil Engineering 31 (9), 04019171, 2019 | 35 | 2019 |
| Early-age behavior of an adjacent prestressed concrete box-beam bridge containing UHPC shear keys with transverse dowels AA Semendary, KK Walsh, EP Steinberg Journal of Bridge Engineering 22 (5), 04017007, 2017 | 35 | 2017 |
| Live-load moment-distribution factors for an adjacent precast prestressed concrete box beam bridge with reinforced UHPC shear key connections AA Semendary, EP Steinberg, KK Walsh, E Barnard Journal of Bridge Engineering 22 (11), 04017088, 2017 | 28 | 2017 |
| Modeling the principle physical parameters of graphite carbon foam L James, S Austin, CA Moore, D Stephens, KK Walsh, GD Wesson Carbon 48 (9), 2418-2424, 2010 | 27 | 2010 |
| Variable negative stiffness device for seismic protection of building structures through apparent weakening KK Walsh, E Boso, EP Steinberg, JT Haftman, WN Littell Journal of Engineering Mechanics 144 (9), 04018090, 2018 | 22 | 2018 |
| Fiber orientation in ultra-high-performance concrete shear keys of adjacent-box-beam bridges KK Walsh, NJ Hicks, EP Steinberg, HH Hussein, AA Semendary ACI Materials Journal 115 (2), 227-238, 2018 | 20 | 2018 |
| Dynamic analysis of seismically excited flexible truss tower with scissor‐jack dampers KK Walsh, KJ Cronin, MD Rambo‐Roddenberry, K Grupenhof Structural Control and health monitoring 19 (8), 723-745, 2012 | 19 | 2012 |
| Implementing ultra high performance concrete (UHPC) with dowel bars in longitudinal joints (shear key) in an adjacent box beam bridge AA Semendary, EP Steinberg, KK Walsh International Interactive Symposium on Ultra-High Performance Concrete 1 (1), 2016 | 18 | 2016 |
| Closed-form design equations for controlling vibrations in connected structures A Richardson, KK Walsh, MM Abdullah Journal of Earthquake Engineering 17 (5), 699-719, 2013 | 17 | 2013 |
| Effects of temperature distributions on thermally induced behavior of UHPC shear key connections of an adjacent precast prestressed concrete box beam bridge AA Semendary, EP Steinberg, KK Walsh, E Barnard Journal of Bridge Engineering 24 (2), 04018115, 2019 | 16 | 2019 |
| Modeling, characterizing, and testing a simple, smooth negative-stiffness device to achieve apparent weakening TMN Cain, PS Harvey Jr, KK Walsh Journal of Engineering Mechanics 146 (10), 04020114, 2020 | 15 | 2020 |
| Modeling flow around bluff bodies MM Abdullah, KK Walsh, S Grady, GD Wesson Journal of computing in civil engineering 19 (1), 104-107, 2005 | 15 | 2005 |
| Hybrid base-isolation of a nonlinear building using a passive resettable stiffness damper KK Walsh, G Sallar, EP Steinberg Engineering Structures 178, 206-211, 2019 | 14 | 2019 |
| Adjacent precast box-beam bridges using UHPC longitudinal joints E Steinberg, A Semendary, K Walsh Constr. Specifier 68 (8), 28-42, 2015 | 14 | 2015 |
| Damage identification for prestressed adjacent box‐beam bridges KK Walsh, BT Kelly, EP Steinberg Advances in Civil Engineering 2014 (1), 540363, 2014 | 13 | 2014 |
| Shake table testing of a passive negative stiffness device with curved leaf springs for seismic response mitigation of structures K Shirai, S Noro, KK Walsh Structural Control and Health Monitoring 28 (7), e2736, 2021 | 12 | 2021 |
