Gregory Lucier

Research Assistant Professor and Laboratory Manager

  • 919-513-7322
  • Constructed Facilities Lab 226
  • Visit My Website

Publications

Boundary Elements of Special Reinforced Concrete Walls Tested under Different Loading Paths
Haro, A. G., Kowalsky, M., Chai, Y. H., & Lucier, G. W. (2018), EARTHQUAKE SPECTRA, 34(3), 1267–1288. https://doi.org/10.1193/081617EQS160M
Influence of geometry and fiber properties on rupture strain of cylindrical FRP jackets under internal ICE pressure
Sadeghian, P., Seracino, R., Das, B., & Lucier, G. (2018), Composite Structures, 192, 173–183.
Seismic performance of reinforced concrete filled steel tube drilled shafts with inground plastic hinges
Aguirre, D. A., Kowalsky, M. J., Nau, J. M., Gabr, M., & Lucier, G. (2018), Engineering Structures, 165, 106–119.
New generation of precast concrete double tees reinforced with carbon-fiber-reinforced polymer grid response
Lunn, D., Lucier, G., Rizkalla, S., Cleland, N., & Gleich, H. (2017), PCI Journal, 90–91.
New generation of precast concrete double tees reinforced by carbon-fiber-reinforced polymer grid response
Lunn, D., Lucier, G., Rizkalla, S., Cleland, N., & Gleich, H. (2016), PCI Journal, 87–89.
New generation of precast concrete double tees reinforced with carbon-fiber-reinforced polymer grid
Lunn, D., Lucier, G., Rizkalla, S., Cleland, N., & Gleich, H. (2015), PCI Journal, 37–48.
Development of a rational design methodology for precast concrete slender spandrel beams
Klein, G., Rizkalla, S., Zia, P., & Lucier, G. (2012), PCI Journal, 182–186.
Innovative use of FRP for the precast concrete industry
Rizkalla, S., Lucier, G., & Dawood, M. (2012), Advances in Structural Engineering, 15(4), 565–574.
Development of a rational design methodology for precast concrete slender spandrel beams: Part 2, analysis and design guidelines
Lucier, G., Walter, C., Rizkalla, S., Zia, P., & Klein, G. (2011), PCI Journal, 106–133.
Behavior of concrete bridge decks reinforced with high-performance steel
Seliem, H. M., Lucier, G., Rizkalla, S. H., & Zia, P. (2008), ACI Structural Journal, 105(1), 78–86.

View all publications via NC State Libraries

Grants

Load Capacity of Shoring Towers
MEVA Formwork Systems, Inc(3/08/18 - 3/08/19)
Load Capacity of Composite Columns
Column & Post, Inc. (10/20/17 - 10/19/18)
Mechanically Fastened CFRP to Retrofit Existing Prestressed Concrete and Steel Bridge Beams
NC Department of Transportation(8/01/17 - 7/31/20)
Flexural Performance of Composite Fender Piles
Bedford Technology(3/14/17 - 12/31/18)
Composite Pin Testing
Sigma DG(2/23/17 - 2/23/18)
Reverse Cyclic Fatigue of Precast Concrete Sandwich Panels
AltusGroup, Inc.(12/01/16 - 1/25/17)
FRP Strengthening for Concrete Members, CICI Core Project
Center for Integration of Composites into Infrastructure (CICI) - NCSU Research Site(7/01/16 - 6/30/19)
Nondestructive Concrete Characterization System
US Army(12/20/16 - 12/31/18)
Creations in Concrete: An Integrated Architecture and Civil Engineering Instructional Project in Precast Concrete
PCI Foundation(1/01/17 - 12/31/20)
Development of Advanced Composite Reinforcing Bars, CICI Core Project 8
Center for Integration of Composites into Infrastructure (CICI) - NCSU Research Site(11/16/15 - 6/30/17)