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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Agüero, A. / Balaz, I. / Koleková, Y. / Lázaro, M. (2022): 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 (October 2022).

    https://doi.org/10.1016/j.istruc.2022.08.038

  2. Agüero, A. / Balaz, I. / Koleková, Y. (2021): New method for metal beams sensitive to lateral torsional buckling with an equivalent geometrical UGLI imperfection. In: Structures, v. 29 (February 2021).

    https://doi.org/10.1016/j.istruc.2020.11.047

  3. Agüero, A. / Balaz, I. / Koleková, Y. / Moroczová, L. (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 (February 2021).

    https://doi.org/10.1016/j.istruc.2020.11.059

  4. Pallarés, F. J. / Agüero, A. / Ivorra, S. (2009): A comparison of different failure criteria in a numerical seismic assessment of an industrial brickwork chimney. In: Materials and Structures, v. 42, n. 2 (March 2009).

    https://doi.org/10.1617/s11527-008-9379-5

  5. Agüero, A. / Pallarés, F. J. (2007): Proposal to evaluate the ultimate limit state of slender structures. Part 1: Technical aspects. In: Engineering Structures, v. 29, n. 4 (April 2007).

    https://doi.org/10.1016/j.engstruct.2006.05.014

  6. Agüero, A. / Pallarés, L. / Pallarés, F. J. (2015): Equivalent geometric imperfection definition in steel structures sensitive to flexural and/or torsional buckling due to compression. In: Engineering Structures, v. 96 (August 2015).

    https://doi.org/10.1016/j.engstruct.2015.03.065

  7. Agüero, A. / Pallarés, F. J. / Pallarés, L. (2015): Equivalent geometric imperfection definition in steel structures sensitive to lateral torsional buckling due to bending moment. In: Engineering Structures, v. 96 (August 2015).

    https://doi.org/10.1016/j.engstruct.2015.03.066

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