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N. Bazeos

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. Vasilopoulos, A. A. / Bazeos, N. / Beskos, D. E. (2008): Seismic design of irregular space steel frames using advanced methods of analysis. Dans: Steel and Composite Structures, v. 8, n. 1 (février 2008).

    https://doi.org/10.12989/scs.2008.8.1.053

  2. Bazeos, N. (2009): Comparison of three seismic design methods for plane steel frames. Dans: Soil Dynamics and Earthquake Engineering, v. 29, n. 3 (mars 2009).

    https://doi.org/10.1016/j.soildyn.2008.06.005

  3. Chrysanthakopoulos, C. / Bazeos, N. / Beskos, D. E. (2006): Approximate formulae for natural periods of plane steel frames. Dans: Journal of Constructional Steel Research, v. 62, n. 6 (juin 2006).

    https://doi.org/10.1016/j.jcsr.2005.09.005

  4. Karavasilis, T. L. / Bazeos, N. / Beskos, D. E. (2008): Seismic response of plane steel MRF with setbacks: Estimation of inelastic deformation demands. Dans: Journal of Constructional Steel Research, v. 64, n. 6 (juin 2008).

    https://doi.org/10.1016/j.jcsr.2007.12.002

  5. Bazeos, N. / Beskos, D. E. (1994): Numerical determination of time-averaged wind loads on complex structures in 2D flows. Dans: Engineering Structures, v. 16, n. 3 (avril 1994).

    https://doi.org/10.1016/0141-0296(94)90077-9

  6. Tzimas, A. S. / Karavasilis, T. L. / Bazeos, N. / Beskos, D. E. (2013): A hybrid force/displacement seismic design method for steel building frames. Dans: Engineering Structures, v. 56 (novembre 2013).

    https://doi.org/10.1016/j.engstruct.2013.07.014

  7. Tzimas, A. S. / Karavasilis, T. L. / Bazeos, N. / Beskos, D. E. (2017): Extension of the hybrid force/displacement (HFD) seismic design method to 3D steel moment-resisting frame buildings. Dans: Engineering Structures, v. 147 (septembre 2017).

    https://doi.org/10.1016/j.engstruct.2017.06.013

  8. Karavasilis, T. L. / Bazeos, N. / Beskos, D. E. (2008): Estimation of seismic inelastic deformation demands in plane steel MRF with vertical mass irregularities. Dans: Engineering Structures, v. 30, n. 11 (novembre 2008).

    https://doi.org/10.1016/j.engstruct.2008.05.005

  9. Karavasilis, T. L. / Bazeos, N. / Beskos, D. E. (2006): Maximum displacement profiles for the performance based seismic design of plane steel moment resisting frames. Dans: Engineering Structures, v. 28, n. 1 (janvier 2006).

    https://doi.org/10.1016/j.engstruct.2005.06.021

  10. Krauthammer, T. / Bazeos, N. / Holmquist, T. J. (1986): Modified SDOF Analysis of RC Box‐Type Structures. Dans: Journal of Structural Engineering (ASCE), v. 112, n. 4 (avril 1986).

    https://doi.org/10.1061/(asce)0733-9445(1986)112:4(726)

  11. Bazeos, N. / Hatzigeorgiou, G. D. / Hondros, I. D. / Karamaneas, H. / Karabalis, D. L. / Beskos, D. E. (2002): Static, seismic and stability analyses of a prototype wind turbine steel tower. Dans: Engineering Structures, v. 24, n. 8 (août 2002).

    https://doi.org/10.1016/s0141-0296(02)00021-4

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