Gregory W Lucier

Determining Prestress Losses, Residual Capacity, and Degradation from Testing of Prestressed Concrete Bridge Girders after 56 Years of Service

Journal of Bridge Engineering, 30(2).

Cyclic Lateral Loading Behavior of Thin-Shell Precast Concrete Wall Panels

BUILDINGS, 13(11).

Rapid Prestressed Concrete Retrofit with Prestressed Mechanically-Fastened Fiber-Reinforced Polymer: Field Performance and Observation for a Deteriorated Prestressed Concrete Bridge

Lin, S.-H., McCoy, B. C. C., Lucier, G. W. W., Seracino, R., & Pierce, N. A. A. (2023, August 10). TRANSPORTATION RESEARCH RECORD, Vol. 8.

Shear Transfer Mechanism between CFRP Grid and EPS Rigid Foam Insulation of Precast Concrete Sandwich Panels

BUILDINGS, 13(4).

A new concept for improving the structural resilience of lap-welded steel pipeline joints

THIN-WALLED STRUCTURES, 171.

Long-term behavior of precast, prestressed concrete sandwich panels reinforced with carbon-fiber-reinforced polymer shear grid

PCI JOURNAL, 66(5), 23–38.

Bending response of lap welded steel pipeline joints

THIN-WALLED STRUCTURES, 157.

Flexural performance of pretensioned ultra-high performance fibre reinforced concrete beams with CFRP tendons

COMPOSITE STRUCTURES, 243.

Prestressed MF-FRP: Experimental Study of Rapid Retrofit Solution for Deteriorated Prestressed C-Channel Beams

JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 35(1).

Anchor Bolt Patterns for Mechanically Fastened FRP Plates

JOURNAL OF COMPOSITES FOR CONSTRUCTION, 23(4).

Numerical simulation and experimental corroboration of galvanic corrosion of mild steel in synthetic concrete pore solution

CEMENT & CONCRETE COMPOSITES, 103, 263–278.

Boundary Elements of Special Reinforced Concrete Walls Tested under Different Loading Paths

EARTHQUAKE SPECTRA, 34(3), 1267–1288.

Influence of geometry and fiber properties on rupture strain of cylindrical FRP jackets under internal ICE pressure

COMPOSITE STRUCTURES, 192, 173–183.

Seismic

Pipelines 2018. Presented at the Pipelines 2018.

Seismic performance of reinforced concrete filled steel tube drilled shafts with inground plastic hinges

Engineering Structures, 165, 106–119.

New generation of precast concrete double tees reinforced with carbon-fiber-reinforced polymer grid response

PCI Journal, 90–91.

New generation of precast concrete double tees reinforced by carbon-fiber-reinforced polymer grid response

PCI Journal, 87–89.

New generation of precast concrete double tees reinforced with carbon-fiber reinforced polymer grid

PCI Journal, 60(4), 37–48.

Development of a rational design methodology for precast concrete slender spandrel beams

PCI Journal, 182–186.

Innovative Use of FRP for the Precast Industry

Advances in Structural Engineering Journal, 15(4), 565–574.

Development of a rational design methodology for precast concrete slender spandrel beams: Part 2, analysis and design guidelines

PCI Journal, 106–133.

Splice strength of large diameter, high strength steel reinforcing bars

Construction and Building Materials, 7.

Behavior of concrete bridge decks reinforced with high-performance steel

ACI Structural Journal, 105(1), 78–86.

Modeling of L-shaped, precast, prestressed concrete spandrels

PCI JOURNAL, 52(2), 78–92.

Precast Concrete, L-Shaped Spandrels Revisited: Full-Scale Tests

PCI Journal, 52(2), 62–76.

Stirrups for torsion resistance prompt questions - Authors' response