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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. Yue, J. G. / Beskos, D. E. / Feng, C. / Wu, K. (2022): Hardened fracture characteristics of printed concrete using acoustic emission monitoring technique. In: Construction and Building Materials, v. 361 (December 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. In: Structural Engineering and Mechanics, v. 15, n. 6 (June 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. In: Soil Dynamics and Earthquake Engineering, v. 26, n. 6-7 (June 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. In: Soil Dynamics and Earthquake Engineering, v. 5, n. 2 (April 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. In: Soil Dynamics and Earthquake Engineering, v. 11, n. 6 (January 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. In: Soil Dynamics and Earthquake Engineering, v. 15, n. 2 (February 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. In: Soil Dynamics and Earthquake Engineering, v. 15, n. 2 (February 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. In: Soil Dynamics and Earthquake Engineering, v. 21, n. 4 (June 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. In: Soil Dynamics and Earthquake Engineering, v. 21, n. 4 (June 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. In: Journal of Constructional Steel Research, v. 61, n. 2 (February 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. In: Journal of Constructional Steel Research, v. 62, n. 6 (June 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. In: Computers & Structures, v. 15, n. 5 (January 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. In: Computers & Structures, v. 15, n. 5 (January 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. In: Computers & Structures, v. 19, n. 5-6 (January 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. In: Computers & Structures, v. 10, n. 5 (October 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. In: Computers & Structures, v. 22, n. 6 (January 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. In: Computers & Structures, v. 80, n. 3-4 (February 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. In: Earthquake Engineering and Structural Dynamics, v. 12, n. 1 (January 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. In: Earthquake Engineering and Structural Dynamics, v. 24, n. 3 (March 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. In: Earthquake Engineering and Structural Dynamics, v. 24, n. 6 (June 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. In: Earthquake Engineering and Structural Dynamics, v. 32, n. 1 (January 2003).

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

  22. Narayanan, G. V. / Beskos, D. E. (1982): Dynamic soil-structure interaction by numerical Laplace transform. In: Engineering Structures, v. 4, n. 1 (January 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. In: Engineering Structures, v. 56 (November 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. In: Engineering Structures, v. 147 (September 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. In: Engineering Structures, v. 25, n. 3 (February 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. In: Engineering Structures, v. 30, n. 11 (November 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. In: Engineering Structures, v. 28, n. 1 (January 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. In: Bulletin of Earthquake Engineering, v. 11, n. 6 (June 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. In: Bulletin of Earthquake Engineering, v. 13, n. 2 (May 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 (United Kingdom).
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