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