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Publicité

C. T. Georgakis

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Sorge, E. / Riascos, C. / Caterino, N. / Demartino, C. / Georgakis, C. T. (2024): Optimal design of a hinge-spring-friction device for enhancing wind induced structural response of onshore wind turbines. Dans: Engineering Structures, v. 314 (septembre 2024).

    https://doi.org/10.1016/j.engstruct.2024.118305

  2. Kleissl, K. / Georgakis, C. T. (2011): Aerodynamic control of bridge cables through shape modification: A preliminary study. Dans: Journal of Fluids and Structures, v. 27, n. 7 (octobre 2011).

    https://doi.org/10.1016/j.jfluidstructs.2011.04.012

  3. Ingólfsson, E. T. / Georgakis, C. T. (2011): A stochastic load model for pedestrian-induced lateral forces on footbridges. Dans: Engineering Structures, v. 33, n. 12 (décembre 2011).

    https://doi.org/10.1016/j.engstruct.2011.07.009

  4. Gjelstrup, H. / Georgakis, C. T. / Larsen, A. (2012): An evaluation of iced bridge hanger vibrations through wind tunnel testing and quasi-steady theory. Dans: Wind & Structures, v. 15, n. 5 (septembre 2012).

    https://doi.org/10.12989/was.2012.15.5.385

  5. Demartino, C. / Koss, H. H. / Georgakis, C. T. / Ricciardelli, F. (2015): Effects of ice accretion on the aerodynamics of bridge cables. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 138 (mars 2015).

    https://doi.org/10.1016/j.jweia.2014.12.010

  6. Matteoni, G. / Georgakis, C. T. (2015): Effects of surface roughness and cross-sectional distortion on the wind-induced response of bridge cables in dry conditions. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 136 (janvier 2015).

    https://doi.org/10.1016/j.jweia.2014.11.003

  7. Acampora, A. / Macdonald, J. H. G. / Georgakis, C. T. / Nikitas, N. (2014): Identification of aeroelastic forces and static drag coefficients of a twin cable bridge stay from full-scale ambient vibration measurements. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 124 (janvier 2014).

    https://doi.org/10.1016/j.jweia.2013.10.009

  8. Kleissl, K. / Georgakis, C. T. (2012): Comparison of the aerodynamics of bridge cables with helical fillets and a pattern-indented surface. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 104-106 (mai 2012).

    https://doi.org/10.1016/j.jweia.2012.02.031

  9. Matteoni, G. / Georgakis, C. T. (2012): Effects of bridge cable surface roughness and cross-sectional distortion on aerodynamic force coefficients. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 104-106 (mai 2012).

    https://doi.org/10.1016/j.jweia.2012.02.029

  10. Georgakis, C. T. / MacKenzie, D. K. (2002): Comparison of seismic design methods for irregular RC bridges. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 152, n. 2 (mai 2002).

    https://doi.org/10.1680/stbu.2002.152.2.167

  11. Ingólfsson, E. T. / Georgakis, C. T. / Jönsson, J. (2012): Pedestrian-induced lateral vibrations of footbridges: A literature review. Dans: Engineering Structures, v. 45 (décembre 2012).

    https://doi.org/10.1016/j.engstruct.2012.05.038

  12. Georgakis, C. T. / Koss, H. H. / De Toffol, W. (2005): Tuned Liquid Dampers for the New European Court of Justice, Luxembourg. Dans: Structural Engineering International, v. 15, n. 4 (novembre 2005).

    https://doi.org/10.2749/101686605777962900

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