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Eric Steinberg
Eric Steinberg
Professor of Civil Engineering
Verifierad e-postadress på ohio.edu
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Connectors for timber–lightweight concrete composite structures
E Steinberg, R Selle, T Faust
Journal of structural engineering 129 (11), 1538-1545, 2003
1732003
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
1052016
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
722017
Structural reliability of prestressed UHPC flexure models for bridge girders
E Steinberg
Journal of Bridge Engineering 15 (1), 65-72, 2010
722010
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
602020
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
492017
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
462018
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
322017
Effects of sudden prestress force transfer in pretensioned concrete beams
E Steinberg, JT Beier, S Sargand
PCI journal 46 (1), 2001
322001
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
302019
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
272017
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
262017
Probabilistic assessment of prestress loss in pretensioned prestressed concrete
EP Steinberg
PCI journal 40 (6), 76-85, 1995
241995
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
212018
Forces in wingwalls of skewed semi-integral bridges
E Steinberg, SM Sargand, C Bettinger
Journal of Bridge Engineering 9 (6), 563-571, 2004
212004
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
202018
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
192019
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
192018
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
162013
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
162010
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Artiklar 1–20