Tsuyoshi Enomoto
- (2012): Innovative CFCC Prestressed Decked Bulb T Beam Bridge System. Vorgetragen bei: 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012.
- Flexural Behavior of CFRP Precast Prestressed Decked Bulb T-Beams. In: Journal of Composites for Construction, v. 16, n. 3 (Juni 2012). (2012):
- Transverse diaphragms and unbonded CFRP post-tensioning in box-beam bridges. In: PCI Journal, v. 55, n. 2 (März 2010). (2010):
- Flexural behavior of precast concrete box beams posttensioned with unbonded, carbon-fibercomposite cables. In: PCI Journal, v. 53, n. 4 (Juli 2008). (2008):
- Experimental Study and Analysis of a Full-Scale CFRP/CFCC Double-Tee Bridge Beam. In: PCI Journal, v. 48, n. 4 (Juli 2003). (2003):
- Behavior of CFCC and CFRP Leadline Prestressing Systems in Bridge Construction. In: PCI Journal, v. 47, n. 3 (Mai 2002). (2002):