Number of items: 6.
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
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
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
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
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 Mon May 16 07:04:45 2022 BST.