Stephen J. Seguirant
- Analytical investigation and monitoring of end-zone reinforcement of the Alaskan Way viaduct super girders. Dans: PCI Journal, v. 59, n. 2 (mars 2014). (2014):
- Evaluation of common design policies for precast, prestressed concrete I-girder bridges. Dans: PCI Journal, v. 58, n. 4 (septembre 2013). (2013):
- Making sense of minimum flexural reinforcement requirements for reinforced concrete members. Dans: PCI Journal, v. 55, n. 3 (juin 2010). (2010):
- Design optimization for fabrication of pretensioned concrete bridge girders: An example problem. Dans: PCI Journal, v. 54, n. 4 (septembre 2009). (2009):
- Estimating prestress loss in pretensioned, high-strength concrete members. Dans: PCI Journal, v. 54, n. 4 (septembre 2009). (2009):
- Elasticity modulus, shrinkage, and creep of high-strength concrete as adopted by AASHTO. Dans: PCI Journal, v. 54, n. 3 (juin 2009). (2009):
- Design and Construction of the Old 99 Bridge - An HPC Spliced-Girder Structure. Dans: PCI Journal, v. 51, n. 1 (janvier 2006). (2006):
- Flexural Strength of Reinforced and Prestressed Concrete T-Beams. Dans: PCI Journal, v. 50, n. 1 (janvier 2005). (2005):
- High Performance Precast, Pretensioned Concrete Girder Bridges in Washington State. Dans: PCI Journal, v. 48, n. 2 (mars 2003). (2003):
- New Deep WSDOT Girders Used for the Twisp River Bridge. Dans: PCI Journal, v. 47, n. 2 (mars 2002). (2002):
- New Deep WSDOT Standard Sections Extend Spans of Prestressed Concrete Girders. Dans: PCI Journal, v. 43, n. 4 (juillet 1998). (1998):