0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

D. E. Beskos

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

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

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

  2. Loulelis, D. / Hatzigeorgiou, G. D. / Beskos, D. E. (2012): Moment resisting steel frames under repeated earthquakes. In: Earthquakes and Structures, v. 3, n. 3-4 (June 2012).

    https://doi.org/10.12989/eas.2012.3.3_4.231

  3. Kattis, S. E. / Polyzos, D. / Beskos, D. E. (1999): Modelling of pile wave barriers by effective trenches and their screening effectiveness. In: Soil Dynamics and Earthquake Engineering, v. 18, n. 1 (January 1999).

    https://doi.org/10.1016/s0267-7261(98)00032-3

  4. Papagiannopoulos, G. A. / Beskos, D. E. / Triantafyllidis, T. (2015): Seismic pressures on rigid cantilever walls retaining linear poroelastic soil: An exact solution. In: Soil Dynamics and Earthquake Engineering, v. 77 (October 2015).

    https://doi.org/10.1016/j.soildyn.2015.05.015

  5. Vasilopoulos, A. A. / Beskos, D. E. (2009): Seismic design of space steel frames using advanced methods of analysis. In: Soil Dynamics and Earthquake Engineering, v. 29, n. 1 (January 2009).

    https://doi.org/10.1016/j.soildyn.2007.12.004

  6. Vrettos, C. / Beskos, D. E. / Triantafyllidis, T. (2016): Seismic pressures on rigid cantilever walls retaining elastic continuously non-homogeneous soil: An exact solution. In: Soil Dynamics and Earthquake Engineering, v. 82 (March 2016).

    https://doi.org/10.1016/j.soildyn.2015.12.006

  7. Minasidis, G. / Hatzigeorgiou, G. D. / Beskos, D. E. (2014): SSI in steel frames subjected to near-fault earthquakes. In: Soil Dynamics and Earthquake Engineering, v. 66 (November 2014).

    https://doi.org/10.1016/j.soildyn.2014.06.030

  8. Vasilopoulos, A. A. / Beskos, D. E. (2006): Seismic design of plane steel frames using advanced methods of analysis. In: Soil Dynamics and Earthquake Engineering, v. 26, n. 12 (December 2006).

    https://doi.org/10.1016/j.soildyn.2006.03.003

  9. Leung, K. L. / Vardoulakis, I. G. / Beskos, D. E. / Tassoulas, J. L. (1991): Vibration isolation by trenches in continuously nonhomogeneous soil by the BEM. In: Soil Dynamics and Earthquake Engineering, v. 10, n. 3 (April 1991).

    https://doi.org/10.1016/0267-7261(91)90030-4

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

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

  11. Beskos, D. E. / Boley, B. A. (1975): Use of dynamic influence coefficients in forced vibration problems with the aid of Laplace transform. In: Computers & Structures, v. 5, n. 5-6 (December 1975).

    https://doi.org/10.1016/0045-7949(75)90030-9

  12. Narayanan, G. V. / Beskos, D. E. (1978): Use of dynamic influence coefficients in forced vibration problems with the aid of fast fourier transform. In: Computers & Structures, v. 9, n. 2 (August 1978).

    https://doi.org/10.1016/0045-7949(78)90132-3

  13. Beskos, D. E. / Michael, A. Y. (1984): Solution of plane transient elastodynamic problems by finite elements and laplace transform. In: Computers & Structures, v. 18, n. 4 (January 1984).

    https://doi.org/10.1016/0045-7949(84)90015-4

  14. Karabalis, D. L. / Beskos, D. E. (1983): Static, dynamic and stability analysis of structures composed of tapered beams. In: Computers & Structures, v. 16, n. 6 (January 1983).

    https://doi.org/10.1016/0045-7949(83)90064-0

  15. Polyzos, D. / Tsepoura, K. G. / Beskos, D. E. (2005): Transient dynamic analysis of 3-D gradient elastic solids by BEM. In: Computers & Structures, v. 83, n. 10-11 (April 2005).

    https://doi.org/10.1016/j.compstruc.2004.11.001

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

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

  17. 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. In: Engineering Structures, v. 24, n. 8 (August 2002).

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

Search for a publication...

Only available with
My Structurae

Full text
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine