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Th. Triantafyllidis

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. Wichtmann, T. / Triantafyllidis, Th. / Späth, L. (2019): On the influence of grain shape on the cumulative deformations in sand under drained high-cyclic loading. In: Soils and Foundations, v. 59, n. 1 (February 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. In: Soil Dynamics and Earthquake Engineering, v. 25, n. 12 (December 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. In: Soil Dynamics and Earthquake Engineering, v. 25, n. 12 (December 2005).

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

  4. Triantafyllidis, Th. / Prange, B. (1987): Dynamic subsoil-coupling between rigid rectangular foundations. In: Soil Dynamics and Earthquake Engineering, v. 6, n. 3 (July 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. In: Soil Dynamics and Earthquake Engineering, v. 122 (July 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. In: Soil Dynamics and Earthquake Engineering, v. 121 (June 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. In: Soil Dynamics and Earthquake Engineering, v. 8, n. 1 (January 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. In: Soil Dynamics and Earthquake Engineering, v. 115 (December 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. In: Soil Dynamics and Earthquake Engineering, v. 27, n. 1 (January 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. In: Soil Dynamics and Earthquake Engineering, v. 27, n. 1 (January 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. In: Soil Dynamics and Earthquake Engineering, v. 24, n. 11 (December 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. In: Soil Dynamics and Earthquake Engineering, v. 24, n. 2 (February 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. In: Soil Dynamics and Earthquake Engineering, v. 9, n. 2 (March 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. In: Soil Dynamics and Earthquake Engineering, v. 7, n. 1 (January 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. In: Earthquake Engineering and Structural Dynamics, v. 14, n. 3 (May 1986).

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

  16. Triantafyllidis, Th. / Neidhart, Th. (1989): Diffraction effects between foundations due to incident rayleigh waves. In: Earthquake Engineering and Structural Dynamics, v. 18, n. 6 (August 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. In: Engineering Structures, v. 28, n. 13 (November 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. In: Bautechnik, v. 82, n. 12 (December 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. In: Bautechnik, v. 84, n. 12 (December 2007).

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

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

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

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