Miguel A. Fernandez-Prada
- A simplified method to predict the ultimate shear stress of reinforced concrete membrane elements. In: Engineering Structures, v. 49 (April 2013). (2013):
- Experimental research on high strength concrete slender columns subjected to compression and uniaxial bending with unequal eccentricities at the ends. In: Engineering Structures, v. 48 (März 2013). (2013):
- A numerical method to design reinforced concrete sections subjected to axial forces and biaxial bending based on ultimate strain limits. In: Engineering Structures, v. 31, n. 12 (Dezember 2009). (2009):
- Behavior of RC slender columns under unequal eccentricities and skew angle loads at the ends. In: Engineering Structures, v. 40 (Juli 2012). (2012):