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Base de données et galerie internationale d'ouvrages d'art et du génie civil

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T. L. Karavasilis

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.

Karavasilis, T. L. / Bazeos, N. / Beskos, D. E. (2008): Seismic response of plane steel MRF with setbacks: Estimation of inelastic deformation demands. Dans: Journal of Constructional Steel Research, v. 64, n. 6 (juin 2008).
https://doi.org/10.1016/j.jcsr.2007.12.002
Whittle, J. K. / Williams, M. S. / Karavasilis, T. L. / Blakeborough, A. (2012): A Comparison of Viscous Damper Placement Methods for Improving Seismic Building Design. Dans: Journal of Earthquake Engineering, v. 16, n. 4 ( 2012).
https://doi.org/10.1080/13632469.2011.653864
Tzimas, A. S. / Karavasilis, T. L. / Bazeos, N. / Beskos, D. E. (2013): A hybrid force/displacement seismic design method for steel building frames. Dans: Engineering Structures, v. 56 (novembre 2013).
https://doi.org/10.1016/j.engstruct.2013.07.014
Tzimas, A. S. / Karavasilis, T. L. / Bazeos, N. / Beskos, D. E. (2017): Extension of the hybrid force/displacement (HFD) seismic design method to 3D steel moment-resisting frame buildings. Dans: Engineering Structures, v. 147 (septembre 2017).
https://doi.org/10.1016/j.engstruct.2017.06.013
Karavasilis, T. L. / Bazeos, N. / Beskos, D. E. (2008): Estimation of seismic inelastic deformation demands in plane steel MRF with vertical mass irregularities. Dans: Engineering Structures, v. 30, n. 11 (novembre 2008).
https://doi.org/10.1016/j.engstruct.2008.05.005
Karavasilis, T. L. / Bazeos, N. / Beskos, D. E. (2006): Maximum displacement profiles for the performance based seismic design of plane steel moment resisting frames. Dans: Engineering Structures, v. 28, n. 1 (janvier 2006).
https://doi.org/10.1016/j.engstruct.2005.06.021
Tzimas, A. S. / Kamaris, G. S. / Karavasilis, T. L. / Galasso, C. (2016): Collapse risk and residual drift performance of steel buildings using post-tensioned MRFs and viscous dampers in near-fault regions. Dans: Bulletin of Earthquake Engineering, v. 14, n. 6 (mars 2016).
https://doi.org/10.1007/s10518-016-9898-3

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