John Stanton
- Shear strength of ultra high-performance concrete. In: Engineering Structures, v. 255 (März 2022). (2022):
- Longitudinal Joints between Deck Bulb Tee Girders Made with Nonproprietary Ultra-High-Performance Concrete. In: Journal of Bridge Engineering (ASCE), v. 26, n. 12 (Dezember 2021). (2021):
- (2017): Pretensioned, Rocking Bridge Columns for Accelerated Construction and Enhanced Seismic Performance. Vorgetragen bei: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017.
- A cyclic shear stress–strain model for joints without transverse reinforcement. In: Engineering Structures, v. 30, n. 4 (April 2008). (2008):
- The effect of temperature variations on the camber of precast, prestressed concrete girders. In: PCI Journal, v. 60, n. 5 (September 2015). (2015):
- Accelerated bridge construction in Washington State: From research to practice. In: PCI Journal, v. 57, n. 4 (September 2012). (2012):
- A Hybrid Reinforced Precast Frame for Seismic Regions. In: PCI Journal, v. 42, n. 2 (März 1997). (1997):
- Effect of Beam Growth on Reinforced Concrete Frames. In: Journal of Structural Engineering (ASCE), v. 130, n. 9 (September 2004). (2004):
- (2008): Large-Bar Connection for Precast Bridge Bents in Seismic Regions. Vorgetragen bei: 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008.