Paul Zia

Bobko, C. P., Edwards, A. J., Seracino, R., & Zia, P. (2015). Thermal cracking of mass concrete bridge footings in coastal environments. Journal of Performance of Constructed Facilities, 29(6).

Storm, T. K., Rizkalla, S. H., & Zia, P. Z. (2013). Effects of production practices on camber of prestressed concrete bridge girders Response. PCI Journal, 143–144.

Klein, G., Rizkalla, S., Zia, P., & Lucier, G. (2012). Development of a rational design methodology for precast concrete slender spandrel beams. PCI Journal, 182–186.

Lucier, G., Walter, C., Rizkalla, S., Zia, P., & Klein, G. (2011). Development of a rational design methodology for precast concrete slender spandrel beams: Part 2, analysis and design guidelines. PCI Journal, 106–133. https://doi.org/10.15554/pcij.09012011.106.133

Dwairi, H. M., Wagner, M. C., Kowalsky, M. J., & Zia, P. (2010). Behavior of instrumented prestressed high performance concrete bridge girders. CONSTRUCTION AND BUILDING MATERIALS, 24(11), 2294–2311. https://doi.org/10.1016/j.conbuildmat.2010.04.026

Munikrishna, A., Hosny, A., Rizkalla, S., & Zia, P. (2010). behavior of concrete beams reinforced with ASTM A1035 grade 100 stirrups under shear. ACI Structural Journal, 108(1), 34–41.

Sumpter, M. S., Rizkalla, S. H., & Zia, P. (2009). Behavior of high-performance steel as shear reinforcement for concrete beams. ACI Structural Journal, 106(2), 171–177.

Seliem, H. M., Hosny, A., Rizkalla, S., Zia, P., Briggs, M., Miller, S., … Jirsa, J. O. (2009). Bond characteristics of ASTM A1035 steel reinforcing bars. ACI Structural Journal, 106(4), 530–539.

Rizkalla, S., Zia, P., Mirmiran, A., Russell, H. G., & Mast, R. (2009). Proposal for concrete compressive strength up to 18 ksi (124 Mpa) for bridge design. Transportation Research Record, (2131), 59–67.

Logan, A., Choi, W., Mirmiran, A., Rizkalla, S., & Zia, P. (2009). Short-term mechanical properties of high-strength concrete. ACI Materials Journal, 106(5), 413–418.

Choi, W., Rizkalla, S., Zia, P., & Mirmiran, A. (2008). Behavior and design of high-strength prestressed concrete girders. PCI JOURNAL, 53(5), 54–69. https://doi.org/10.15554/pcij.09012008.54.69

Seliem, H. M., Lucier, G., Rizkalla, S. H., & Zia, P. (2008). Behavior of concrete bridge decks reinforced with high-performance steel. ACI Structural Journal, 105(1), 78–86. https://doi.org/10.14359/19071

Mertol, H. C., Rizkalla, S., Zia, P., & Mirmiran, A. (2008). Characteristics of compressive stress distribution in high-strength concrete. ACI Structural Journal, 105(5), 626–633.

Mast, R. F., Dawood, M., Rizkalla, S. H., & Zia, P. (2008). Flexural strength design of concrete beams reinforced with high-strength steel bars. ACI Structural Journal, 105(5), 570–577.

Hassan, T. K., Seliem, H. M., Dwairi, H., Rizkalla, S. H., & Zia, P. (2008). Shear behavior of large concrete beams reinforced with high-strength steel. ACI Structural Journal, 105(2), 173–179.

Hassan, T., Lucier, G., Rizkalla, S., & Zia, P. (2007). Modeling of L-shaped, precast, prestressed concrete spandrels. PCI JOURNAL, 52(2), 78–92. https://doi.org/10.15554/pcij.03012007.78.92

Lucier, G., Rizkalla, S., Zia, P., & Klein, G. (2007). Precast Concrete, L-Shaped Spandrels Revisited: Full-Scale Tests. PCI Journal, 52(2), 62–76. https://doi.org/10.15554/pcij.03012007.62.76

Lucier, G., Hassan, T., Rizkalla, S., Klein, G., & Zia, P. (2007). Stirrups for torsion resistance prompt questions - Authors' response.

Zia, P., & Hsu, T. T. C. (2004). Design for torsion and shear in prestressed concrete flexural members. PCI JOURNAL, 49(3), 34-+. https://doi.org/10.15554/pcij.05012004.34.42

Zia, P., & Hsu, T. T. C. (2004). Design for torsion and shear in prestressed concrete flexural members - Author's closure. PCI Journal, 49(6), 132.

Zia, P., & Hsu, T. T. C. (2004). Design for torsion and shear in prestressed concrete flexural members, II. PCI Journal, 49(6), 132.

Guth, D. L., & Zia, P. (2001). Evaluation of new air permeability test device for concrete. ACI Materials Journal, 98(1), 44–51.