L. Pallarés
- Behaviour of headed studs subjected to cyclic shear in steel frames with reinforced concrete infill walls. In: Construction and Building Materials, v. 262 (November 2020). (2020):
- Monotonic shear strength of headed studs in reinforced infill walls. In: Engineering Structures, v. 205 (Februar 2020). (2020):
- 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):
- Bond of 13mm prestressing steel strands in pretensioned concrete members. In: Engineering Structures, v. 41 (August 2012). (2012):
- factor for non-uniform moment diagram in RC columns. In: Engineering Structures, v. 31, n. 7 (Juli 2009). (2009):
- Experimental research on high strength concrete slender columns subjected to compression and biaxial bending forces. In: Engineering Structures, v. 30, n. 7 (Juli 2008). (2008):
- Equivalent geometric imperfection definition in steel structures sensitive to flexural and/or torsional buckling due to compression. In: Engineering Structures, v. 96 (August 2015). (2015):
- Equivalent geometric imperfection definition in steel structures sensitive to lateral torsional buckling due to bending moment. In: Engineering Structures, v. 96 (August 2015). (2015):
- Seismic assessment of a CFRP-strengthened masonry chimney. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 162, n. 5 (Oktober 2009). (2009):