MSc Students

MSc Course in Seismic Design of Technical Projects
[MSc1] V. Katsanos (2006) Development of an expert system for considering soil-structure interaction effects on the design of RC buildings.
[MSc2] O. Taskari (2007) Effect of seismic wave angle of incidence on the dynamic response of long, curved bridges.
[MSc3] A. Petropoulos (2008) Inelastic response of adjacent RC buildings.
[MSc4] A. Georgiou (2008) Selection of optimal earthquake ground motion for performance-based design.
[MSc5] P. Faraonis (2009) Seismic response of an existing R/C bridge considering embankment-abutment-superstructure interaction.
[MSc6] S. Papadopoulos: Effect of spatial variability of earthquake ground motion on the vulnerability of RC bridges.
[MSc7] E. Mylona: Effect of rotational component of seismic motion on the seismic response of R/C bridges.
[MSc8] M. Nikoli: Comparative assessment of impact of the Ductility Class according to Eurocode 8 on the budget and performace of buildings.
[MSc9] G. Koubenakis: Effect of direction of excitation and spatial variation of earthquake ground motion on the vulnerability of R/C bridges.

MSc Course in Preservation and Rehabilitation of cultural heritage
[MSc10] K. Tsironi: Assessment of seismic capacity of the Sossidis Mansion, former Sossidion nursing home in Veria and strengthening measures.
[MSc11] E. Reizidou: Post-Byzantine Historical Timber Roofs in Greece.

Senior Year (undergraduate) Students

[DT1] V. Katsanos & G. Kafandaris (2005) Software development for the design of retaining walls.
[DT2] P. Apostoloudis (2006) Software development for the interactive management of material properties and their automatic import to ANSYS
[DT3] P. Zavou (2006) Software development for the interactive management of material properties and their automatic import to ANSYS
[DT4] C. Voulgarakis (2007)  RC member seismic damage database
[DT5] M. Kyriatsouli (2007)  RC member seismic damage database
[DT6] S. Kapou (2007) Civil engineering tools for handheld (PDA) and mobile devices
[DT7] K. Meletlidis (2008) Study of the inelastic seismic response of a heavily damaged, RC multi-storey building
[DT8] A. Moschos (2008)  Dynamic analysis of  typical buildings and bridges using  the FE software SOFISTIK
[DT9] C. Stylianidis (2008) Evaluation of the static and dynamic behaviour of the 35m heat tower of the Allatini complex
[DT10] M. Diakomichalis & G. Markakis (2008) Impact of the FE analysis assumptions on the final cost of typical buildings designed to the Greek Seismic Code.
[DT11] P. Gouidis (2008) Software Development for the analysis and design of masonry walls using VB.NET.
[DT12] S. Kalaitzis & O. Vlamoulis (2008) Development of an electronic database for the management of post-earthquake data
[DT13] G. Koubenakis (2008) Effect of spatial variation of earthquake ground motion on the torsion of large, irregular R/C buildings.
[DT14] K. Mykoniou (2009) Seismic response of Thessaloniki City Walls.
[DT15] K. Mavropoulos (2009) Impact of the FE analysis assumptions on the final cost of irregular buildings designed to the Greek Seismic Code.
[DT16] C. Stylas & E. Berberoglou (2009) Non-linear analysis of pounding buildings.
[DT17] S. Tselegaridis (2009) Seismic response of Thessaloniki City Walls.
[DT18] D. Mamoglou & S. Bezertzis (2009) Software development for the design of R/C members to Eurocode 2 and 8.
[DT19] K. Bakalis (2010) Dynamic interaction of twin bridges under earthquake loading.
[DT20] M. Nikoli & Marakis G.(2010) Effect of Eurocode 8 defined ductility class on the final cost of buildings.
[DT21] Pappas, Th.(2010) Seismic response of the Thessaloniki Byzantine Walls"
[DT22] G. Balafas (2010) Software development for modal pushover analysis of RC bridges.
[DT23] Notopoulos Th.(2010) Software development in Matlab for the optimal selection of earthquake records.
[DT24] Kirtas, A. (2010) Development of a web-based database of structural damage using ASP.NET.
[DT25]  Tsertikidou, D. (2011) Development of design charts for Eurocode2.
[DT26]   Xexakis, G. & Kapsalas, D. (2011) Design of reinforced concrete members according to Eurocode 2.