A. Agüero

发表

Equivalent geometric imperfection definition in steel structures sensitive to flexural and/or torsional buckling due to compression

Francisco J. Pallarés, Luis Pallarés, A. Agüero, 2015 .

Equivalent geometric imperfection definition in steel structures sensitive to lateral torsional buckling due to bending moment

Francisco J. Pallarés, Luis Pallarés, A. Agüero, 2015 .

New method for metal beams sensitive to lateral torsional buckling with an equivalent geometrical UGLI imperfection

I. Baláž, Y. Koleková, A. Agüero, 2021 .

Proposal to evaluate the ultimate limit state of slender structures. Part 1: Technical aspects

Francisco J. Pallarés, A. Agüero, F. Pallarés, 2007 .

Improved Interaction Formula for the Plastic Resistance of I- and H-Sections under a Combination of Bending Moments My,Ed, Mz,Ed, and Bimoment BEd

I. Baláž, Y. Koleková, A. Agüero, 2022, Applied Sciences.

New interaction formula for the plastic resistance of I- and H-sections under combinations of bending moments My,Ed, Mz,Ed and bimoment BEd

A. Agüero, Y. Koleková, I. Baláž, 2021 .

New interaction formula for plastic resistance of channel sections under combinations of bending moments My,Ed, Mz,Ed and bimoment BEd

I. Baláž, A. Agüero, Y. Koleková, 2022, Structures.

The Polynomial Pivots as Initial Values for a New Root-Finding Iterative Method

Mario Lázaro, Pedro Martín, Ignacio Ferrer, 2015, J. Appl. Math..