2022
Kamaris, G. S., Papavasileiou, G. S., Kamperidis, V. C., & Vasdravellis, G. (2022). Residual drift risk of self-centering steel MRFs with novel steel column bases in near-fault regions. Soil Dynamics and Earthquake Engineering, 162, 107391. doi:10.1016/j.soildyn.2022.107391DOI: 10.1016/j.soildyn.2022.107391
2020
Kamperidis, V. C., Papavasileiou, G. S., Kamaris, G. S., & Vasdravellis, G. (2020). Seismic collapse of self-centering steel MRFs with different column base structural properties. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 175. doi:10.1016/j.jcsr.2020.106364DOI: 10.1016/j.jcsr.2020.106364
2018
Kamperidis, V. C., Karavasilis, T. L., & Vasdravellis, G. (2018). Self-centering steel column base with metallic energy dissipation devices. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 149, 14-30. doi:10.1016/j.jcsr.2018.06.027DOI: 10.1016/j.jcsr.2018.06.027
2015
Kamperidis, V., Karavasilis, T., & Vasdravellis, G. (2015). Design and modelling of a novel damage-free steel column base. In Eighth International Conference on Advances in Steel Structures (ICASS 2015). Lisbon, Portugal.
2014
Vasdravellis, G., Karavasilis, T., Uy, B., & Kamperidis, V. (2014). Parameter calibration and application of fracture models to high-performance steel seismic dampers. In Eurosteel Conference. Naples, Italy.
Tzimas, A., Dimopoulos, A., Kamperidis, V., & Karavasilis, T. (2014). 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.
2013
Tzimas, A., Kamperidis, V., & Karavasilis, T. (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, 3-4 July. Newcastle, U.K..
Dimopoulos, A., Kamperidis, V., Karavasilis, T., & Vasdravellis, G. (2013). Seismic evaluation of self-centering steel frames using post-tensioned connections with web energy dissipation devices. In UK Society for Earthquake and Civil Engineering Dynamics (SECED), Young Engineers Conference. Newcastle, United Kingdom.