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Publicité

D. E. Beskos

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. Yue, J. G. / Beskos, D. E. / Feng, C. / Wu, K. (2022): Hardened fracture characteristics of printed concrete using acoustic emission monitoring technique. Dans: Construction and Building Materials, v. 361 (décembre 2022).

    https://doi.org/10.1016/j.conbuildmat.2022.129684

  2. Papargyri-Beskou, S. / Polyzos, D. / Beskos, D. E. (2003): Dynamic analysis of gradient elastic flexural beams. Dans: Structural Engineering and Mechanics, v. 15, n. 6 (juin 2003).

    https://doi.org/10.12989/sem.2003.15.6.705

  3. Theodorakopoulos, D. D. / Beskos, D. E. (2006): Application of Biot's poroelasticity to some soil dynamics problems in civil engineering. Dans: Soil Dynamics and Earthquake Engineering, v. 26, n. 6-7 (juin 2006).

    https://doi.org/10.1016/j.soildyn.2006.01.016

  4. Spyrakos, C. C. / Beskos, D. E. (1986): Dynamic response of flexible strip-foundations by boundary and finite elements. Dans: Soil Dynamics and Earthquake Engineering, v. 5, n. 2 (avril 1986).

    https://doi.org/10.1016/0267-7261(86)90002-3

  5. Vgenopoulou, I. / Beskos, D. E. (1992): Dynamic poroelastic soil column and borehole problem analysis. Dans: Soil Dynamics and Earthquake Engineering, v. 11, n. 6 (janvier 1992).

    https://doi.org/10.1016/0267-7261(92)90016-7

  6. Stamos, A. A. / Beskos, D. E. (1996): 3-D seismic response analysis of long lined tunnels in half-space. Dans: Soil Dynamics and Earthquake Engineering, v. 15, n. 2 (février 1996).

    https://doi.org/10.1016/0267-7261(95)00025-9

  7. Qian, J. / Beskos, D. E. (1996): Harmonic wave response of two 3-D rigid surface foundations. Dans: Soil Dynamics and Earthquake Engineering, v. 15, n. 2 (février 1996).

    https://doi.org/10.1016/0267-7261(95)00026-7

  8. Theodorakopoulos, D. D. / Chassiakos, A. P. / Beskos, D. E. (2001): Dynamic pressures on rigid cantilever walls retaining poroelastic soil media. Part I. First method of solution. Dans: Soil Dynamics and Earthquake Engineering, v. 21, n. 4 (juin 2001).

    https://doi.org/10.1016/s0267-7261(01)00009-4

  9. Theodorakopoulos, D. D. / Chassiakos, A. P. / Beskos, D. E. (2001): Dynamic pressures on rigid cantilever walls retaining poroelastic soil media. Part II. Second method of solution. Dans: Soil Dynamics and Earthquake Engineering, v. 21, n. 4 (juin 2001).

    https://doi.org/10.1016/s0267-7261(01)00010-0

  10. Hatzigeorgiou, G. D. / Beskos, D. E. (2005): Minimum cost design of fibre-reinforced concrete-filled steel tubular columns. Dans: Journal of Constructional Steel Research, v. 61, n. 2 (février 2005).

    https://doi.org/10.1016/j.jcsr.2004.06.003

  11. 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

  12. Manolis, G. D. / Beskos, D. E. (1982): Dynamic response of framed underground structures. Dans: Computers & Structures, v. 15, n. 5 (janvier 1982).

    https://doi.org/10.1016/0045-7949(82)90004-9

  13. Spyrakos, C. C. / Beskos, D. E. (1982): Dynamic response of frameworks by fast fourier transform. Dans: Computers & Structures, v. 15, n. 5 (janvier 1982).

    https://doi.org/10.1016/0045-7949(82)90001-3

  14. Beskos, D. E. / Leung, K. L. (1984): Dynamic response of plate systems by combining finite differences, finite elements and laplace transform. Dans: Computers & Structures, v. 19, n. 5-6 (janvier 1984).

    https://doi.org/10.1016/0045-7949(84)90176-7

  15. Beskos, D. E. (1979): Dynamics and stability of plane trusses with gusset plates. Dans: Computers & Structures, v. 10, n. 5 (octobre 1979).

    https://doi.org/10.1016/0045-7949(79)90042-7

  16. Providakis, C. P. / Beskos, D. E. (1986): Dynamic analysis of beams by the boundary element method. Dans: Computers & Structures, v. 22, n. 6 (janvier 1986).

    https://doi.org/10.1016/0045-7949(86)90155-0

  17. Hatzigeorgiou, G. D. / Beskos, D. E. (2002): Dynamic elastoplastic analysis of 3-D structures by the domain/boundary element method. Dans: Computers & Structures, v. 80, n. 3-4 (février 2002).

    https://doi.org/10.1016/s0045-7949(01)00176-6

  18. Karabalis, D. L. / Beskos, D. E. (1984): Dynamic response of 3-D rigid surface foundations by time domain boundary element method. Dans: Earthquake Engineering and Structural Dynamics, v. 12, n. 1 (janvier 1984).

    https://doi.org/10.1002/eqe.4290120106

  19. Qian, J. / Beskos, D. E. (1995): Dynamic interaction between 3-D rigid surface foundations and comparison with the ATC-3 provisions. Dans: Earthquake Engineering and Structural Dynamics, v. 24, n. 3 (mars 1995).

    https://doi.org/10.1002/eqe.4290240309

  20. Stamos, A. A. / Beskos, D. E. (1995): Dynamic analysis of large 3-D underground structures by the bem. Dans: Earthquake Engineering and Structural Dynamics, v. 24, n. 6 (juin 1995).

    https://doi.org/10.1002/eqe.4290240609

  21. Kattis, S. E. / Beskos, D. E. / Cheng, A. H. D. (2003): 2D dynamic response of unlined and lined tunnels in poroelastic soil to harmonic body waves. Dans: Earthquake Engineering and Structural Dynamics, v. 32, n. 1 (janvier 2003).

    https://doi.org/10.1002/eqe.216

  22. Narayanan, G. V. / Beskos, D. E. (1982): Dynamic soil-structure interaction by numerical Laplace transform. Dans: Engineering Structures, v. 4, n. 1 (janvier 1982).

    https://doi.org/10.1016/0141-0296(82)90024-4

  23. 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

  24. 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

  25. Theodorakopoulos, D. D. / Beskos, D. E. (2003): Dynamic pressures on a pair of rigid walls experiencing base rotation and retaining poroelastic soil. Dans: Engineering Structures, v. 25, n. 3 (février 2003).

    https://doi.org/10.1016/s0141-0296(02)00171-2

  26. 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

  27. 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

  28. Christidis, A. A. / Dimitroudi, E. G. / Hatzigeorgiou, G. D. / Beskos, D. E. (2013): Maximum seismic displacements evaluation of steel frames from their post-earthquake residual deformation. Dans: Bulletin of Earthquake Engineering, v. 11, n. 6 (juin 2013).

    https://doi.org/10.1007/s10518-013-9490-z

  29. Kamaris, G. S. / Hatzigeorgiou, G. D. / Beskos, D. E. (2014): Direct damage controlled seismic design of plane steel degrading frames. Dans: Bulletin of Earthquake Engineering, v. 13, n. 2 (mai 2014).

    https://doi.org/10.1007/s10518-014-9626-9

  30. Brebbia, C. A. / Beskos, D. E. / Manolis, G. D. / Spyrakos, Constantine C. (2005): Earthquake Resistant Engineering Structures V. WIT Press, Southampton (Royaume-Uni).
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