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Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Gallego, E. / González-Montellano, C. / Ramírez, A. / Ayuga, F. (2011): A simplified analytical procedure for assessing the worst patch load location on circular steel silos with corrugated walls. In: Engineering Structures, v. 33, n. 6 (Juni 2011).

    https://doi.org/10.1016/j.engstruct.2011.02.032

  2. Juan, A. / Moran, J. M. / Guerra, M. I. / Couto, A. / Ayuga, F. / Aguado, P. J. (2006): Establishing stress state of cylindrical metal silos using finite element method: Comparison with ENV 1993. In: Thin-Walled Structures, v. 44, n. 11 (November 2006).

    https://doi.org/10.1016/j.tws.2006.09.001

  3. Vidal, P. / Couto, A. / Ayuga, F. / Guaita, M. (2006): Influence of Hopper Eccentricity on Discharge of Cylindrical Mass Flow Silos with Rigid Walls. In: Journal of Engineering Mechanics (ASCE), v. 132, n. 9 (September 2006).

    https://doi.org/10.1061/(asce)0733-9399(2006)132:9(1026)

  4. Ayuga, F. / Guaita, M. / Aguado, P. J. / Couto, A. (2001): Discharge and the Eccentricity of the Hopper Influence on the Silo Wall Pressures. In: Journal of Engineering Mechanics (ASCE), v. 127, n. 10 (Oktober 2001).

    https://doi.org/10.1061/(asce)0733-9399(2001)127:10(1067)

  5. Vidal, P. / Gallego, E. / Guaita, M. / Ayuga, F. (2008): Finite element analysis under different boundary conditions of the filling of cylindrical steel silos having an eccentric hopper. In: Journal of Constructional Steel Research, v. 64, n. 4 (April 2008).

    https://doi.org/10.1016/j.jcsr.2007.08.005

  6. Gallego, E. / Fuentes, J. M. / Ramírez, A. / Ayuga, F. (2011): Computer simulation of complex-shaped formworks using three-dimensional numerical models. In: Automation in Construction, v. 20, n. 7 (November 2011).

    https://doi.org/10.1016/j.autcon.2011.03.001

  7. Gallego, E. / Fuentes, J. M. / Ramírez, A. / Ayuga, F. (2010): Design of Tall Formworks by a Finite-Element Model. In: Journal of Construction Engineering and Management, v. 136, n. 7 (Juli 2010).

    https://doi.org/10.1061/(asce)co.1943-7862.0000177

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