F. J. Pallarés
- Seismic vulnerability and resilience of steel-reinforced concrete (SRC) composite column buildings with non-seismic details. In: Engineering Structures, v. 244 (Oktober 2021). (2021):
- 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):
- A comparison of different failure criteria in a numerical seismic assessment of an industrial brickwork chimney. In: Materials and Structures, v. 42, n. 2 (März 2009). (2009):
- Column–joint assembly in RC columns strengthened by steel caging. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 161, n. 6 (Dezember 2008). (2008):
- Axially loaded RC columns strengthened by steel cages. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 162, n. 3 (Juni 2009). (2009):
- Proposal to evaluate the ultimate limit state of slender structures. Part 1: Technical aspects. In: Engineering Structures, v. 29, n. 4 (April 2007). (2007):
- A study of the conditions of use of a new safety system for the building industry. In: Engineering Structures, v. 29, n. 8 (August 2007). (2007):
- Experimental tests on retrofitted RC beam-column joints underdesigned to seismic loads. General approach. In: Engineering Structures, v. 59 (Februar 2014). (2014):
- 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):