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K. Pitilakis

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. Tsinidis, G. / Pitilakis, K. / Madabhushi, G. / Heron, C. (2015): Dynamic response of flexible square tunnels: centrifuge testing and validation of existing design methodologies. Dans: Géotechnique, v. 65, n. 5 (mai 2015).

    https://doi.org/10.1680/geot.sip.15.p.004

  2. Pistolas, G. A. / Pitilakis, K. / Anastasiadis, A. (2020): A numerical investigation on the seismic isolation potential of rubber/soil mixtures. Dans: Earthquake Engineering and Engineering Vibration, v. 19, n. 3 (juillet 2020).

    https://doi.org/10.1007/s11803-020-0589-3

  3. Pitilakis, K. / Moutsakis, A. (1989): Seismic Analysis and Behaviour of Gravity Retaining Walls — The Case of Kalamata Harbour Quaywall. Dans: Soils and Foundations, v. 29, n. 1 (mars 1989).

    https://doi.org/10.3208/sandf1972.29.1

  4. Pitilakis, K. / Karapetrou, S. / Tsagdi, K. (2015): Numerical investigation of the seismic response of RC buildings on soil replaced with rubber–sand mixtures. Dans: Soil Dynamics and Earthquake Engineering, v. 79 (décembre 2015).

    https://doi.org/10.1016/j.soildyn.2015.09.018

  5. Semblat, J. F. / Kham, M. / Parara, E. / Bard, P. Y. / Pitilakis, K. / Makra, K. / Raptakis, D. (2005): Seismic wave amplification: Basin geometry vs soil layering. Dans: Soil Dynamics and Earthquake Engineering, v. 25, n. 7-10 (août 2005).

    https://doi.org/10.1016/j.soildyn.2004.11.003

  6. Maufroy, E. / Chaljub, E. / Hollender, F. / Bard, P.-Y. / Kristek, J. / Moczo, P. / De Martin, F. / Theodoulidis, N. / Manakou, M. / Guyonnet-Benaize, C. / Hollard, N. / Pitilakis, K. (2016): 3D numerical simulation and ground motion prediction: Verification, validation and beyond – Lessons from the E2VP project. Dans: Soil Dynamics and Earthquake Engineering, v. 91 (décembre 2016).

    https://doi.org/10.1016/j.soildyn.2016.09.047

  7. Raptakis, D. / Chávez-Garcı́a, F. J. / Makra, K. / Pitilakis, K. (2000): Site effects at Euroseistest—I. Determination of the valley structure and confrontation of observations with 1D analysis. Dans: Soil Dynamics and Earthquake Engineering, v. 19, n. 1 (janvier 2000).

    https://doi.org/10.1016/s0267-7261(99)00025-1

  8. Chávez-Garcı́a, F. J. / Raptakis, D. / Makra, K. / Pitilakis, K. (2000): Site effects at Euroseistest—II. Results from 2D numerical modeling and comparison with observations. Dans: Soil Dynamics and Earthquake Engineering, v. 19, n. 1 (janvier 2000).

    https://doi.org/10.1016/s0267-7261(99)00026-3

  9. Pitilakis, K. / Raptakis, D. / Lontzetidis, K. / Tika-Vassilikou, Th. / Jongmans, D. (1999): Geotechnical and Geophysical Description of Euro-Seistest, using Field, Laboratory Tests and Moderate Strong Motion Recordings. Dans: Journal of Earthquake Engineering, v. 3, n. 3 ( 1999).

    https://doi.org/10.1080/13632469909350352

  10. Kallioglou, P. / Tika, Th. / Pitilakis, K. (2008): Shear Modulus and Damping Ratio of Cohesive Soils. Dans: Journal of Earthquake Engineering, v. 12, n. 6 ( 2008).

    https://doi.org/10.1080/13632460801888525

  11. Comodromos, E. / Hatzigogos, Th. / Pitilakis, K. (1993): Multi-stage finite element algorithm for excavation in elastoplastic soils. Dans: Computers & Structures, v. 46, n. 2 (janvier 1993).

    https://doi.org/10.1016/0045-7949(93)90193-h

  12. Karapetrou, S. / Manakou, M. / Bindi, D. / Petrovic, B. / Pitilakis, K. (2016): "Time-building specific" seismic vulnerability assessment of a hospital RC building using field monitoring data. Dans: Engineering Structures, v. 112 (avril 2016).

    https://doi.org/10.1016/j.engstruct.2016.01.009

  13. Pitilakis, K. / Karapetrou, S. / Bindi, D. / Manakou, M. / Petrovic, B. / Roumelioti, Z. / Boxberger, T. / Parolai, S. (2016): Structural monitoring and earthquake early warning systems for the AHEPA hospital in Thessaloniki. Dans: Bulletin of Earthquake Engineering, v. 14, n. 9 (janvier 2016).

    https://doi.org/10.1007/s10518-016-9916-5

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