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T. L. Karavasilis

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

Karavasilis, T. L. / Bazeos, N. / Beskos, D. E. (2008): Seismic response of plane steel MRF with setbacks: Estimation of inelastic deformation demands. In: Journal of Constructional Steel Research, v. 64, n. 6 (Juni 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. In: 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. In: Engineering Structures, v. 56 (November 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. In: Engineering Structures, v. 147 (September 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. In: Engineering Structures, v. 30, n. 11 (November 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. In: Engineering Structures, v. 28, n. 1 (Januar 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. In: Bulletin of Earthquake Engineering, v. 14, n. 6 (März 2016).
https://doi.org/10.1007/s10518-016-9898-3

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