Carlos E. Orozco
- A finite element model for harmonically excited viscoelastic sandwich beams. In: Computers & Structures, v. 66, n. 1 (Januar 1998). (1998):
- Strain limits vs. reinforcement ratio limits – A collection of new and old formulas for the design of reinforced concrete sections. In: Case Studies in Structural Engineering, v. 4 (Dezember 2015). (2015):