A. Agüero
- New interaction formula for plastic resistance of channel sections under combinations of bending moments My,Ed, Mz,Ed and bimoment BEd. In: Structures, v. 44 (Oktober 2022). (2022):
- New method for metal beams sensitive to lateral torsional buckling with an equivalent geometrical UGLI imperfection. In: Structures, v. 29 (Februar 2021). (2021):
- New interaction formula for the plastic resistance of I- and H-sections under combinations of bending moments My,Ed, Mz,Ed and bimoment BEd. In: Structures, v. 29 (Februar 2021). (2021):
- 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):
- Proposal to evaluate the ultimate limit state of slender structures. Part 1: Technical aspects. In: Engineering Structures, v. 29, n. 4 (April 2007). (2007):
- 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):