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Loukas F. Kallivokas ORCID

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. Guidio, Bruno / Goh, Heedong / Kallivokas, Loukas F. / Jeong, Chanseok (2024): On the reconstruction of the near-surface seismic motion. Dans: Soil Dynamics and Earthquake Engineering, v. 177 (février 2024).

    https://doi.org/10.1016/j.soildyn.2023.108414

  2. Huh, Heeyong / Goh, Heedong / Kang, Jun Won / François, Stijn / Kallivokas, Loukas F. (2023): Using the Impulse–Response Pile Data for Soil Characterization. Dans: Journal of Engineering Mechanics (ASCE), v. 149, n. 10 (octobre 2023).

    https://doi.org/10.1061/jenmdt.emeng-6865

  3. Koo, Seungbum / Goh, Heedong / Kallivokas, Loukas F. (2023): Wave-focusing to subsurface targets using a switching time-reversal mirror. Dans: Soil Dynamics and Earthquake Engineering, v. 166 (mars 2023).

    https://doi.org/10.1016/j.soildyn.2022.107736

  4. Garza, Carlos / Wheat, Dan L. / Kallivokas, Loukas F. (2006): Feasibility of Using the Piezoelectric Properties of Wood for Structural Health Monitoring. Présenté pendant: Structures Congress 2006, May 18-21, 2006, St. Louis, Missouri, United States.

    https://doi.org/10.1061/40889(201)89

  5. Pakravan, Alireza / Kang, Jun Won / Newtson, Craig M. / Kallivokas, Loukas F. (2014): Hybrid perfectly-matched-layers for transient simulation of scalar elastic waves. Dans: Structural Engineering and Mechanics, v. 51, n. 4 (août 2014).

    https://doi.org/10.12989/sem.2014.51.4.685

  6. Yu, Chih-Peng / Liao, Shu-Tao / Kallivokas, Loukas F. (2021): An Extension of the Mobility Analysis of the Impulse Response Method for Coupled Pile-soil Integrity Testing. Dans: Journal of Earthquake Engineering, v. 26, n. 7 (mars 2021).

    https://doi.org/10.1080/13632469.2020.1814451

  7. Goh, Heedong / Kallivokas, Loukas F. (2019): Group Velocity–Driven Inverse Metamaterial Design. Dans: Journal of Engineering Mechanics (ASCE), v. 145, n. 12 (décembre 2019).

    https://doi.org/10.1061/(asce)em.1943-7889.0001688

  8. Kallivokas, Loukas F. / Bielak, Jacobo / MacCamy, Richard C. (1991): Symmetric Local Absorbing Boundaries in Time and Space. Dans: Journal of Engineering Mechanics (ASCE), v. 117, n. 9 (septembre 1991).

    https://doi.org/10.1061/(asce)0733-9399(1991)117:9(2027)

  9. Mashayekh, Hamidreza / Kallivokas, Loukas F. / Tassoulas, John L. (2018): Parameter Estimation in Layered Media Using Dispersion-Constrained Inversion. Dans: Journal of Engineering Mechanics (ASCE), v. 144, n. 11 (novembre 2018).

    https://doi.org/10.1061/(asce)em.1943-7889.0001527

  10. Poursartip, Babak / Fathi, Arash / Kallivokas, Loukas F. (2017): Seismic wave amplification by topographic features: A parametric study. Dans: Soil Dynamics and Earthquake Engineering, v. 92 (janvier 2017).

    https://doi.org/10.1016/j.soildyn.2016.10.031

  11. Poursartip, Babak / Kallivokas, Loukas F. (2018): Model dimensionality effects on the amplification of seismic waves. Dans: Soil Dynamics and Earthquake Engineering, v. 113 (octobre 2018).

    https://doi.org/10.1016/j.soildyn.2018.06.012

  12. Na, Seong-Won / Kallivokas, Loukas F. (2009): Direct time-domain soil profile reconstruction for one-dimensional semi-infinite domains. Dans: Soil Dynamics and Earthquake Engineering, v. 29, n. 6 (juin 2009).

    https://doi.org/10.1016/j.soildyn.2008.12.003

  13. Fathi, Arash / Poursartip, Babak / Stokoe II, Kenneth H. / Kallivokas, Loukas F. (2016): Three-dimensional P- and S-wave velocity profiling of geotechnical sites using full-waveform inversion driven by field data. Dans: Soil Dynamics and Earthquake Engineering, v. 87 (août 2016).

    https://doi.org/10.1016/j.soildyn.2016.04.010

  14. Pnevmatikos, Nikos G. / Kallivokas, Loukas F. / Gantes, Charis J. (2004): Feed-forward control of active variable stiffness systems for mitigating seismic hazard in structures. Dans: Engineering Structures, v. 26, n. 4 (mars 2004).

    https://doi.org/10.1016/j.engstruct.2003.11.003

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