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Th. Triantafyllidis

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. Wichtmann, T. / Triantafyllidis, Th. / Späth, L. (2019): On the influence of grain shape on the cumulative deformations in sand under drained high-cyclic loading. Dans: Soils and Foundations, v. 59, n. 1 (février 2019).

    https://doi.org/10.1016/j.sandf.2018.11.001

  2. Wichtmann, T. / Niemunis, A. / Triantafyllidis, Th. / Poblete, M. (2005): Correlation of cyclic preloading with the liquefaction resistance. Dans: Soil Dynamics and Earthquake Engineering, v. 25, n. 12 (décembre 2005).

    https://doi.org/10.1016/j.soildyn.2005.05.004

  3. Wichtmann, T. / Niemunis, A. / Triantafyllidis, Th. (2005): Strain accumulation in sand due to cyclic loading: drained triaxial tests. Dans: Soil Dynamics and Earthquake Engineering, v. 25, n. 12 (décembre 2005).

    https://doi.org/10.1016/j.soildyn.2005.02.022

  4. Triantafyllidis, Th. / Prange, B. (1987): Dynamic subsoil-coupling between rigid rectangular foundations. Dans: Soil Dynamics and Earthquake Engineering, v. 6, n. 3 (juillet 1987).

    https://doi.org/10.1016/0267-7261(87)90013-3

  5. Triantafyllidis, Th. / Kimmig, I. (2019): A simplified model for vibro compaction of granular soils. Dans: Soil Dynamics and Earthquake Engineering, v. 122 (juillet 2019).

    https://doi.org/10.1016/j.soildyn.2018.12.008

  6. Grandas-Tavera, C. E. / Vogelsang, J. / Triantafyllidis, Th. (2019): Simplified simulation of the installation of vibro-piles in water saturated soil. Dans: Soil Dynamics and Earthquake Engineering, v. 121 (juin 2019).

    https://doi.org/10.1016/j.soildyn.2018.11.011

  7. Triantafyllidis, Th. / Prange, B. (1989): Dynamic subsoil-coupling between rigid, circular foundations on the halfspace. Dans: Soil Dynamics and Earthquake Engineering, v. 8, n. 1 (janvier 1989).

    https://doi.org/10.1016/s0267-7261(89)80003-x

  8. Machacek, J. / Triantafyllidis, Th. / Staubach, P. (2018): Fully coupled simulation of an opencast mine subjected to earthquake loading. Dans: Soil Dynamics and Earthquake Engineering, v. 115 (décembre 2018).

    https://doi.org/10.1016/j.soildyn.2018.09.016

  9. Wichtmann, T. / Niemunis, A. / Triantafyllidis, Th. (2007): Strain accumulation in sand due to cyclic loading: Drained cyclic tests with triaxial extension. Dans: Soil Dynamics and Earthquake Engineering, v. 27, n. 1 (janvier 2007).

    https://doi.org/10.1016/j.soildyn.2006.04.001

  10. Wichtmann, T. / Niemunis, A. / Triantafyllidis, Th. (2007): On the influence of the polarization and the shape of the strain loop on strain accumulation in sand under high-cyclic loading. Dans: Soil Dynamics and Earthquake Engineering, v. 27, n. 1 (janvier 2007).

    https://doi.org/10.1016/j.soildyn.2006.05.002

  11. Wichtmann, T. / Triantafyllidis, Th. (2004): Influence of a cyclic and dynamic loading history on dynamic properties of dry sand, part II: cyclic axial preloading. Dans: Soil Dynamics and Earthquake Engineering, v. 24, n. 11 (décembre 2004).

    https://doi.org/10.1016/j.soildyn.2004.05.002

  12. Wichtmann, T. / Triantafyllidis, Th. (2004): Influence of a cyclic and dynamic loading history on dynamic properties of dry sand, part I: cyclic and dynamic torsional prestraining. Dans: Soil Dynamics and Earthquake Engineering, v. 24, n. 2 (février 2004).

    https://doi.org/10.1016/j.soildyn.2003.10.004

  13. Triantafyllidis, Th. / Dasgupta, B. (1990): The causality of the boundary element method in elastodynamics. Dans: Soil Dynamics and Earthquake Engineering, v. 9, n. 2 (mars 1990).

    https://doi.org/10.1016/s0267-7261(05)80021-1

  14. Triantafyllidis, Th. / Prange, B. (1988): Rigid circular foundation: Dynamic effects of coupling to the half-space. Dans: Soil Dynamics and Earthquake Engineering, v. 7, n. 1 (janvier 1988).

    https://doi.org/10.1016/s0267-7261(88)80014-9

  15. Triantafyllidis, Th. (1986): Dynamic stiffness of rigid rectangular foundations on the half-space. Dans: Earthquake Engineering and Structural Dynamics, v. 14, n. 3 (mai 1986).

    https://doi.org/10.1002/eqe.4290140307

  16. Triantafyllidis, Th. / Neidhart, Th. (1989): Diffraction effects between foundations due to incident rayleigh waves. Dans: Earthquake Engineering and Structural Dynamics, v. 18, n. 6 (août 1989).

    https://doi.org/10.1002/eqe.4290180606

  17. Wolf, H. / König, D. / Triantafyllidis, Th. (2006): The influence of the stress–strain behavior of non-cohesive soils on the geometry of shear band systems under extensional strain. Dans: Engineering Structures, v. 28, n. 13 (novembre 2006).

    https://doi.org/10.1016/j.engstruct.2005.11.008

  18. Wichtmann, T. / Niemunis, A. / Triantafyllidis, Th. (2005): FE-Prognose der Setzung von Flachgründungen auf Sand unter zyklischer Belastung. Dans: Bautechnik, v. 82, n. 12 (décembre 2005).

    https://doi.org/10.1002/bate.200590253

  19. Bieberstein, A. / Zesch, R. / Riegger, T. / Saucke, U. / Scheuermann, A. / Triantafyllidis, Th. (2007): Hochwasserschutzdeiche - Aktuelle Entwicklungen zur Verbesserung der Hochwassersicherheit. Dans: Bautechnik, v. 84, n. 12 (décembre 2007).

    https://doi.org/10.1002/bate.200710069

  20. Loreck, C. / Triantafyllidis, Th. (2007): Berücksichtigung des Frischbetondrucks bei der FE-Simulation der Schlitzwandherstellung. Dans: Bautechnik, v. 84, n. 9 (septembre 2007).

    https://doi.org/10.1002/bate.200710055

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