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Dimitris L. Karabalis

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Askouni, Paraskevi K. / Karabalis, Dimitris L. (2022): The Modification of the Estimated Seismic Behaviour of R/C Low-Rise Buildings Due to SSI. In: Buildings, v. 12, n. 7 (5 Juli 2022).

    https://doi.org/10.3390/buildings12070975

  2. Tzoura, Efi A. / Triantafillou, Thanasis C. / Providakis, Costas / Tsantilis, Aristomenis / Papanicolaou, Corina G. / Karabalis, Dimitris L. (2015): Damage detection of reinforced concrete columns retrofitted with FRP jackets by using PZT sensors. In: Structural Monitoring and Maintenance, v. 2, n. 2 (Juni 2015).

    https://doi.org/10.12989/smm.2015.2.2.165

  3. Askouni, Paraskevi K. / Karabalis, Dimitris L. (2021): SSI influence on the seismic response of asymmetrical small, low-rise R/C buildings. In: Structures, v. 32 (August 2021).

    https://doi.org/10.1016/j.istruc.2021.03.073

  4. Katsimpini, Panagiota S. / Papagiannopoulos, George A. / Karabalis, Dimitris L. (2019): Seismic Response of Steel Structures Equipped with the Seesaw System. In: ce/papers, v. 3, n. 3-4 (September 2019).

    https://doi.org/10.1002/cepa.1088

  5. Flogeras, Antonios K. / Papagiannopoulos, George A. / Karabalis, Dimitris L. (2019): Seismic Response of Steel Structures with Properly Detailed Tension‐Only Steel Braces. In: ce/papers, v. 3, n. 3-4 (September 2019).

    https://doi.org/10.1002/cepa.1087

  6. Zanni, Angeliki A. / Spyridis, Michail S. / Karabalis, Dimitris L. (2020): Discrete model for circular and square rigid tanks with concentric openings – Seismic analysis of a historic water tower. In: Engineering Structures, v. 211 (Mai 2020).

    https://doi.org/10.1016/j.engstruct.2020.110433

  7. Katsimpini, Panagiota S. / Askouni, Paraskevi K. / Papagiannopoulos, George A. / Karabalis, Dimitris L. (2020): Seismic drift response of seesaw-braced and buckling-restrained braced steel structures: A comparison study. In: Soil Dynamics and Earthquake Engineering, v. 129 (Februar 2020).

    https://doi.org/10.1016/j.soildyn.2019.105925

  8. Katsimpini, Panagiota S. / Papagiannopoulos, George A. / Askouni, Paraskevi K. / Karabalis, Dimitris L. (2020): Seismic response of low-rise 3-D steel structures equipped with the seesaw system. In: Soil Dynamics and Earthquake Engineering, v. 128 (Januar 2020).

    https://doi.org/10.1016/j.soildyn.2019.105877

  9. Giarlelis, Christos / Lekka, Despina / Mylonakis, George / Karabalis, Dimitris L. (2011): The M6.4 Lefkada 2003, Greece, earthquake: dynamic response of a 3-storey R/C structure on soft soil. In: Earthquakes and Structures, v. 2, n. 3 (September 2011).

    https://doi.org/10.12989/eas.2011.2.3.257

  10. Karabalis, Dimitris L. / Beskos, Dimitrios E. (1985): Dynamic response of 3-D flexible foundations by time domain BEM and FEM. In: International Journal of Soil Dynamics and Earthquake Engineering, v. 4, n. 2 (April 1985).

    https://doi.org/10.1016/0261-7277(85)90004-x

  11. Logotheti, Vasileia E. / Kafetzi, Theoni C. / Papagiannopoulos, George A. / Karabalis, Dimitris L. (2020): On the use of interstorey velocity for the seismic retrofit of steel frames with viscous dampers. In: Soil Dynamics and Earthquake Engineering, v. 129 (Februar 2020).

    https://doi.org/10.1016/j.soildyn.2018.07.042

  12. Karabalis, Dimitris L. / Mohammadi, Mohsen (1998): 3-D dynamic foundation-soil-foundation interaction on layered soil. In: Soil Dynamics and Earthquake Engineering, v. 17, n. 3 (Januar 1998).

    https://doi.org/10.1016/s0267-7261(97)00047-x

  13. Karabalis, Dimitris L. (2004): Non-singular time domain BEM with applications to 3D inertial soil–structure interaction. In: Soil Dynamics and Earthquake Engineering, v. 24, n. 3 (April 2004).

    https://doi.org/10.1016/j.soildyn.2003.10.002

  14. Maravas, Andreas / Mylonakis, George / Karabalis, Dimitris L. (2014): Simplified discrete systems for dynamic analysis of structures on footings and piles. In: Soil Dynamics and Earthquake Engineering, v. 61, n. 61-62 (Juni 2014).

    https://doi.org/10.1016/j.soildyn.2014.01.016

  15. Mohammadi, Mohsen / Karabalis, Dimitris L. (1990): 3-D soil-structure interaction analysis by BEM: Comparison studies and computational aspects. In: Soil Dynamics and Earthquake Engineering, v. 9, n. 2 (März 1990).

    https://doi.org/10.1016/s0267-7261(05)80023-5

  16. Mulliken, Jeffrey S. / Karabalis, Dimitris L. (1998): Discrete model for dynamic through-the-soil coupling of 3-D foundations and structures. In: Earthquake Engineering and Structural Dynamics, v. 27, n. 7 (Juli 1998).

    https://doi.org/10.1002/(sici)1096-9845(199807)27:7<687::aid-eqe752>3.0.co;2-o

  17. Gaitanaros, Alexandros P. / Karabalis, Dimitris L. (1988): Dynamic analysis of 3-D flexible embedded foundations by a frequency domain BEM-FEM. In: Earthquake Engineering and Structural Dynamics, v. 16, n. 5 (Juli 1988).

    https://doi.org/10.1002/eqe.4290160503

  18. Rizos, Dimitris C. / Karabalis, Dimitris L. (1992): An Integrated BEM Algorithm for Transient 2-D Flow in Unconfined Aquifers. In: Computer-Aided Civil and Infrastructure Engineering, v. 7, n. 4 (Juli 1992).

    https://doi.org/10.1111/j.1467-8667.1992.tb00442.x

  19. Mohammadi, Mohsen / Karabalis, Dimitris L. (1995): Dynamic 3-D soil–railway track interaction by BEM–FEM. In: Earthquake Engineering and Structural Dynamics, v. 24, n. 9 (September 1995).

    https://doi.org/10.1002/eqe.4290240902

  20. Asimakopoulos, Aristidis V. / Karabalis, Dimitris L. / Beskos, Dimitri E. (2007): Inclusion ofP–Δ effect in displacement-based seismic design of steel moment resisting frames. In: Earthquake Engineering and Structural Dynamics, v. 36, n. 14 (November 2007).

    https://doi.org/10.1002/eqe.723

  21. Bazeos, Nikitas / Karabalis, Dimitris L. (2006): Efficient computation of buckling loads for plane steel frames with tapered members. In: Engineering Structures, v. 28, n. 5 (April 2006).

    https://doi.org/10.1016/j.engstruct.2005.10.004

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