Connectors for timber–lightweight concrete composite structures E Steinberg, R Selle, T Faust Journal of structural engineering 129 (11), 1538-1545, 2003 | 173 | 2003 |
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 | 105 | 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 | 72 | 2017 |
Structural reliability of prestressed UHPC flexure models for bridge girders E Steinberg Journal of Bridge Engineering 15 (1), 65-72, 2010 | 72 | 2010 |
Shear friction performance between high strength concrete (HSC) and ultra high performance concrete (UHPC) for bridge connection applications AA Semendary, WK Hamid, EP Steinberg, I Khoury Engineering Structures 205, 110122, 2020 | 60 | 2020 |
Laboratory evaluation of ultrahigh-performance concrete shear key for prestressed adjacent precast concrete box girder bridges HH Hussein, SM Sargand, FT Al Rikabi, EP Steinberg Journal of Bridge Engineering 22 (2), 04016113, 2017 | 49 | 2017 |
Shape optimization of UHPC shear keys for precast, prestressed, adjacent box-girder bridges HH Hussein, SM Sargand, EP Steinberg Journal of Bridge Engineering 23 (4), 04018009, 2018 | 46 | 2018 |
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 | 32 | 2017 |
Effects of sudden prestress force transfer in pretensioned concrete beams E Steinberg, JT Beier, S Sargand PCI journal 46 (1), 2001 | 32 | 2001 |
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 | 30 | 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 | 27 | 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 | 26 | 2017 |
Probabilistic assessment of prestress loss in pretensioned prestressed concrete EP Steinberg PCI journal 40 (6), 76-85, 1995 | 24 | 1995 |
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 | 21 | 2018 |
Forces in wingwalls of skewed semi-integral bridges E Steinberg, SM Sargand, C Bettinger Journal of Bridge Engineering 9 (6), 563-571, 2004 | 21 | 2004 |
Experimental validation of optimized ultra-high-performance concrete shear key shape for precast pre-stressed adjacent box girder bridges HH Hussein, SM Sargand, FT Al Rikabi, EP Steinberg Construction and Building Materials 190, 178-190, 2018 | 20 | 2018 |
Bond characteristics of CFRP rod panels adhered to concrete under bending effects A Jawdhari, A Semendary, A Fam, I Khoury, E Steinberg Journal of Composites for Construction 23 (1), 04018077, 2019 | 19 | 2019 |
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 | 19 | 2018 |
Finite element modeling of adjacent prestressed concrete box-beams E Steinberg, J Huffman, J Ubbing, O Giraldo-Londoño Proc., PCI National Bridge Conf., Precast/Prestressed Concrete Institute …, 2013 | 16 | 2013 |
Forces in wingwalls from thermal expansion of skewed semi-integral bridges. E Steinberg, S Sargand Ohio. Dept. of Transportation. Office of Research and Development, 2010 | 16 | 2010 |