A. Agüero
- New interaction formula for plastic resistance of channel sections under combinations of bending moments My,Ed, Mz,Ed and bimoment BEd. Dans: Structures, v. 44 (octobre 2022). (2022):
- New method for metal beams sensitive to lateral torsional buckling with an equivalent geometrical UGLI imperfection. Dans: Structures, v. 29 (février 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. Dans: Structures, v. 29 (février 2021). (2021):
- A comparison of different failure criteria in a numerical seismic assessment of an industrial brickwork chimney. Dans: Materials and Structures, v. 42, n. 2 (mars 2009). (2009):
- Proposal to evaluate the ultimate limit state of slender structures. Part 1: Technical aspects. Dans: Engineering Structures, v. 29, n. 4 (avril 2007). (2007):
- Equivalent geometric imperfection definition in steel structures sensitive to flexural and/or torsional buckling due to compression. Dans: Engineering Structures, v. 96 (août 2015). (2015):
- Equivalent geometric imperfection definition in steel structures sensitive to lateral torsional buckling due to bending moment. Dans: Engineering Structures, v. 96 (août 2015). (2015):