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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. Love, J. S. / Tait, M. J. / Toopchi-Nezhad, H. (2011): A hybrid structural control system using a tuned liquid damper to reduce the wind induced motion of a base isolated structure. Dans: Engineering Structures, v. 33, n. 3 (mars 2011).

    https://doi.org/10.1016/j.engstruct.2010.11.027

  2. Campidelli, M. / El-Dakhakhni, W. W. / Tait, M. J. / Mekky, W. (2015): Blast Design-Basis Threat Uncertainty and Its Effects on Probabilistic Risk Assessment. Dans: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, v. 1, n. 4 (décembre 2015).

    https://doi.org/10.1061/ajrua6.0000823

  3. Tait, M. J. / Isyumov, N. / El Damatty, A. A. (2004): The efficiency and robustness of a uni-directional tuned liquid damper and modelling with an equivalent TMD. Dans: Wind & Structures, v. 7, n. 4 (août 2004).

    https://doi.org/10.12989/was.2004.7.4.235

  4. Tait, M. J. / El Damatty, A. A. / Isyumov, N. (2004): Testing of tuned liquid damper with screens and development of equivalent TMD model. Dans: Wind & Structures, v. 7, n. 4 (août 2004).

    https://doi.org/10.12989/was.2004.7.4.215

  5. Tait, M. J. / Isyumov, N. / El Damatty, A. A. (2008): Performance of Tuned Liquid Dampers. Dans: Journal of Engineering Mechanics (ASCE), v. 134, n. 5 (mai 2008).

    https://doi.org/10.1061/(asce)0733-9399(2008)134:5(417)

  6. Love, J. S. / Tait, M. J. (2019): Frequency domain prediction of peak nonlinear wave heights of structure-TLD systems. Dans: Engineering Structures, v. 194 (septembre 2019).

    https://doi.org/10.1016/j.engstruct.2019.05.033

  7. Tait, M. J. / Deng, X. (2010): The performance of structure-tuned liquid damper systems with different tank geometries. Dans: Structural Control and Health Monitoring, v. 17, n. 3 (avril 2010).

    https://doi.org/10.1002/stc.286

  8. Love, J. S. / Tait, M. J. (2018): The performance characteristics of misaligned bidirectional dynamic vibration absorbers. Dans: Structural Control and Health Monitoring, v. 25, n. 1 (janvier 2018).

    https://doi.org/10.1002/stc.2055

  9. Love, J. S. / Tait, M. J. (2014): Equivalent mechanical model for tuned liquid damper of complex tank geometry coupled to a 2D structure. Dans: Structural Control and Health Monitoring, v. 21, n. 1 (janvier 2014).

    https://doi.org/10.1002/stc.1548

  10. Soliman, I. M. / Tait, M. J. / El Damatty, A. A. (2017): Modeling and analysis of a structure semi-active tuned liquid damper system. Dans: Structural Control and Health Monitoring, v. 24, n. 2 (février 2017).

    https://doi.org/10.1002/stc.1865

  11. Cassolato, M. R. / Love, J. S. / Tait, M. J. (2011): Modelling of a tuned liquid damper with inclined damping screens. Dans: Structural Control and Health Monitoring, v. 18, n. 6 (octobre 2011).

    https://doi.org/10.1002/stc.397

  12. Love, J. S. / Tait, M. J. (2012): A preliminary design method for tuned liquid dampers conforming to space restrictions. Dans: Engineering Structures, v. 40 (juillet 2012).

    https://doi.org/10.1016/j.engstruct.2012.02.036

  13. Love, J. S. / Tait, M. J. (2015): The nonlinear peak response distribution of structure–TLD systems during common wind events. Dans: Engineering Structures, v. 100 (octobre 2015).

    https://doi.org/10.1016/j.engstruct.2015.06.001

  14. Tait, M. J. (2008): Modelling and preliminary design of a structure-TLD system. Dans: Engineering Structures, v. 30, n. 10 (octobre 2008).

    https://doi.org/10.1016/j.engstruct.2008.02.017

  15. Love, J. S. / Tait, M. J. (2017): Estimating the added effective damping of SDOF systems incorporating multiple dynamic vibration absorbers with nonlinear damping. Dans: Engineering Structures, v. 130 (janvier 2017).

    https://doi.org/10.1016/j.engstruct.2016.10.006

  16. Campidelli, M. / Tait, M. J. / El-Dakhakhni, W. W. / Mekky, W. (2016): Numerical strategies for damage assessment of reinforced concrete block walls subjected to blast risk. Dans: Engineering Structures, v. 127 (novembre 2016).

    https://doi.org/10.1016/j.engstruct.2016.08.032

  17. Love, J. S. / Tait, M. J. (2015): Multiple Tuned Liquid Dampers for Efficient and Robust Structural Control. Dans: Journal of Structural Engineering (ASCE), v. 141, n. 12 (décembre 2015).

    https://doi.org/10.1061/(asce)st.1943-541x.0001290

  18. Campidelli, M. / Tait, M. J. / El-Dakhakhni, W. W. / Mekky, W. (2015): Inference of Blast Wavefront Parameter Uncertainty for Probabilistic Risk Assessment. Dans: Journal of Structural Engineering (ASCE), v. 141, n. 12 (décembre 2015).

    https://doi.org/10.1061/(asce)st.1943-541x.0001299

  19. Love, J. S. / Tait, M. J. (2014): Linearized sloshing model for 2D tuned liquid dampers with modified bottom geometries. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 41, n. 2 (février 2014).

    https://doi.org/10.1139/cjce-2013-0106

  20. Deng, X. / Tait, M. J. (2008): Equivalent mechanical models of tuned liquid dampers with different tank geometries. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 35, n. 10 (octobre 2008).

    https://doi.org/10.1139/l08-044

  21. Tait, M. J. / Isyumov, N. / El Damatty, A. A. (2007): Effectiveness of a 2D TLD and Its Numerical Modeling. Dans: Journal of Structural Engineering (ASCE), v. 133, n. 2 (février 2007).

    https://doi.org/10.1061/(asce)0733-9445(2007)133:2(251)

  22. Tait, M. J. / El Damatty, A. A. / Isyumov, N. (2005): An investigation of tuned liquid dampers equipped with damping screens under 2D excitation. Dans: Earthquake Engineering and Structural Dynamics, v. 34, n. 7 (juin 2005).

    https://doi.org/10.1002/eqe.452

  23. Toopchi-Nezhad, H. / Ghotb, M. R. / Al-Anany, Y. M. / Tait, M. J. (2019): Partially bonded fiber reinforced elastomeric bearings: Feasibility, effectiveness, aging effects, and low temperature response. Dans: Engineering Structures, v. 179 (janvier 2019).

    https://doi.org/10.1016/j.engstruct.2018.10.043

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