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Publicité

F. Weber

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. Weber, F. / Feltrin, G. / Distl, H. (2008): Detailed analysis and modelling of MR dampers at zero current. Dans: Structural Engineering and Mechanics, v. 30, n. 6 (décembre 2008).

    https://doi.org/10.12989/sem.2008.30.6.787

  2. Weber, F. / Feltrin, G. / Motavalli, M. (2005): Passive damping of cables with MR dampers. Dans: Materials and Structures, v. 38, n. 5 (juin 2005).

    https://doi.org/10.1007/bf02479549

  3. Michel, C. / Zapico, B. / Lestuzzi, P. / Molina, F. J. / Weber, F. (2011): Quantification of fundamental frequency drop for unreinforced masonry buildings from dynamic tests. Dans: Earthquake Engineering and Structural Dynamics, v. 40, n. 11 (septembre 2011).

    https://doi.org/10.1002/eqe.1088

  4. Weber, F. / Feltrin, G. / Maślanka, M. / Fobo, W. / Distl, H. (2009): Design of viscous dampers targeting multiple cable modes. Dans: Engineering Structures, v. 31, n. 11 (novembre 2009).

    https://doi.org/10.1016/j.engstruct.2009.06.020

  5. Weber, F. / Boston, C. / Maślanka, M. (2011): An adaptive tuned mass damper based on the emulation of positive and negative stiffness with an MR damper. Dans: Smart Materials and Structures, v. 20, n. 1 (janvier 2011).

    https://doi.org/10.1088/0964-1726/20/1/015012

  6. Weber, F. (2013): Dynamic characteristics of controlled MR-STMDs of Wolgograd Bridge. Dans: Smart Materials and Structures, v. 22, n. 9 (septembre 2013).

    https://doi.org/10.1088/0964-1726/22/9/095008

  7. Weber, F. / Boston, C. (2011): Clipped viscous damping with negative stiffness for semi-active cable damping. Dans: Smart Materials and Structures, v. 20, n. 4 (avril 2011).

    https://doi.org/10.1088/0964-1726/20/4/045007

  8. Boston, C. / Weber, F. / Guzzella, L. (2011): Optimal semi-active damping of cables with bending stiffness. Dans: Smart Materials and Structures, v. 20, n. 5 (mai 2011).

    https://doi.org/10.1088/0964-1726/20/5/055005

  9. Weber, F. / Maślanka, M. (2012): Frequency and damping adaptation of a TMD with controlled MR damper. Dans: Smart Materials and Structures, v. 21, n. 5 (mai 2012).

    https://doi.org/10.1088/0964-1726/21/5/055011

  10. Weber, F. (2014): Optimal semi-active vibration absorber for harmonic excitation based on controlled semi-active damper. Dans: Smart Materials and Structures, v. 23, n. 9 (septembre 2014).

    https://doi.org/10.1088/0964-1726/23/9/095033

  11. Weber, F. / Distl, H. / Feltrin, G. / Motavalli, M. (2009): Cycle energy control of magnetorheological dampers on cables. Dans: Smart Materials and Structures, v. 18, n. 1 (janvier 2009).

    https://doi.org/10.1088/0964-1726/18/1/015005

  12. Boston, C. / Weber, F. / Guzzella, L. (2010): Modeling of a disc-type magnetorheological damper. Dans: Smart Materials and Structures, v. 19, n. 4 (avril 2010).

    https://doi.org/10.1088/0964-1726/19/4/045005

  13. Weber, F. / Boston, C. (2010): Energy based optimization of viscous–friction dampers on cables. Dans: Smart Materials and Structures, v. 19, n. 4 (avril 2010).

    https://doi.org/10.1088/0964-1726/19/4/045025

  14. Weber, F. / Distl, H. (2015): Semi-active damping with negative stiffness for multi-mode cable vibration mitigation: approximate collocated control solution. Dans: Smart Materials and Structures, v. 24, n. 11 (novembre 2015).

    https://doi.org/10.1088/0964-1726/24/11/115015

  15. Boston, C. / Weber, F. / Guzzella, L. (2009): Optimal semi-active damping of cables: evolutionary algorithms and closed-form solutions. Dans: Smart Materials and Structures, v. 18, n. 5 (mai 2009).

    https://doi.org/10.1088/0964-1726/18/5/055006

  16. Weber, F. (2013): Bouc–Wen model-based real-time force tracking scheme for MR dampers. Dans: Smart Materials and Structures, v. 22, n. 4 (avril 2013).

    https://doi.org/10.1088/0964-1726/22/4/045012

  17. Weber, F. (2013): Design of a passive two dash-pot damping system for spatial cable vibrations. Dans: Smart Materials and Structures, v. 22, n. 6 (juin 2013).

    https://doi.org/10.1088/0964-1726/22/6/067001

  18. Weber, F. / Maślanka, M. (2014): Precise stiffness and damping emulation with MR dampers and its application to semi-active tuned mass dampers of Wolgograd Bridge. Dans: Smart Materials and Structures, v. 23, n. 1 (janvier 2014).

    https://doi.org/10.1088/0964-1726/23/1/015019

  19. Weber, F. / Høgsberg, J. / Krenk, S. (2010): Optimal Tuning of Amplitude Proportional Coulomb Friction Damper for Maximum Cable Damping. Dans: Journal of Structural Engineering (ASCE), v. 136, n. 2 (février 2010).

    https://doi.org/10.1061/(asce)0733-9445(2010)136:2(123)

  20. Trautz, M. / Weber, F. (2008): The Light - ein pneumatisch gestützter Turm aus Feuerwehrschläuchen. Dans: Bautechnik, v. 85, n. 1 (janvier 2008).

    https://doi.org/10.1002/bate.200890002

  21. Weber, F. / Feltrin, G. / Motavalli, M. / Aalderink, B. J. (2002): Cable vibration mitigation controlled magnetorheological fluid dampers: Theoretical and experimental validation. Présenté pendant: Footbridge 2002, Paris, 20-22.11.2002.
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