
The Library
Browse by Warwick Author
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Number of items: 6.
2016
Dimopoulos, Athanasios I., Tzimas, Angelos S., Karavasilis, Theodore L. and Vamvatsikos, Dimitrios (2016) Probabilistic economic seismic loss estimation in steel buildings using post-tensioned moment-resisting frames and viscous dampers. Earthquake Engineering and Structural Dynamics, 45 (11). pp. 1725-1741. doi:10.1002/eqe.2722 ISSN 0098-8847.
Tzimas, Angelos S., Kamaris, Geordios, Karavasilis, Theodore L. and Galasso, C. (2016) Collapse risk and residual drift performance of steel buildings using post-tensioned MRFs and viscous dampers in near-fault regions. Bulletin of Earthquake Engineering, 14 (6). pp. 1643-1662. doi:10.1007/s10518-016-9898-3 ISSN 1570-761X.
2015
Tzimas, Angelos S., Dimopoulos, Athanasios I. and Karavasilis, Theodore L. (2015) EC8-based seismic design and assessment of self-centering post-tensioned steel frames with viscous dampers. Journal of Constructional Steel Research, Volume 105 . pp. 60-73. doi:10.1016/j.jcsr.2014.10.022 ISSN 0143-974X.
2013
Tzimas, Angelos S., Karavasilis, Theodore L., Bazeos, Nikitas and Beskos, D. E. (2013) A hybrid force/displacement seismic design method for steel building frames. Engineering Structures, Volulme 56 . pp. 1452-1463. doi:10.1016/j.engstruct.2013.07.014 ISSN 0141-0296.
Tzimas, Angelos S., Dimopoulos, Athanasios I., Kamperidis, Vasileios C. and Karavasilis, Theodore L. (2013) Designing for seismic resilience : self-centering steel frames with fuse-post-tensioned bars and viscous dampers. In: 2nd International Conference on Vulnerability and Risk Analysis and Management (ICVRAM2014), Liverpool, UK, 13-16 Jul 2013
Tzimas, Angelos S., Kamperidis, Vasileios C. and Karavasilis, Theodore L. (2013) Performance-based seismic design procedure for self-centering steel frames with fuse-post-tensioned bars and viscous dampers. In: UK Society for Earthquake and Civil Engineering Dynamics (SECED), Young Engineers Conference, Newcastle, 3-4 Jul 2013
This list was generated on Sun Dec 3 06:52:11 2023 GMT.