Master Theses

2017

  1. Kynigos Nikolaos, Influence of the support conditions on the fragility analysis of multi-storey building, supervisor I. Raftoyiannis. full text
  2. Sdonas Charalampos-Orestis, Analysis and Design of Building using the FUSEIS Damping System, supervisor I. Vayas. full text
  3. Papavasileiou Konstantinos, Investigation of non-linear behavior of steel concentric bracings with finite element analyses, supervisor C. Gantes. full text
  4. Koutalianos Stefanos, Research on torsional buckling load of beams under bending loads, supervisor T. Avraam. full text
  5. Katsimicha Panayiota, Design of a ten-storey luxury hotel, supervisor P. Thanopoulos - I. Vayas.
  6. Korlou Sophia, Principles of mechanical behavior and applications of glass and aluminium structural elements, supervisor C. Gantes. full text
  7. Kosmidou Eleni, Experimental evaluation of the behavior of wind turbine tower connections under static loading, supervisor C. Gantes.
  8. Iakovos Antonios, Design of asymmetric cable-stayed bridge with composite deck, supervisor I. Vayas. full text
  9. Kouniaki Kalliopi-Maria, Structural upgrade of existing RC Building with Innovative dissipative INERD system, supervisor I. Vayas. full text
  10. Panousi Maria, Study the robustness of a steel structure in the case of a terrorist attack, supervisor I. Vayas.  full text
  11. Tsarpalis Panayiotis, Design of buildings with innovative anti-seismic systems fuseis, supervisor I. Vayas. full text
  12. Tsikourakis Georgios, Improved numerical simulation for the structure-foundation interaction of wind turbines, supervisor C. Gantes. full text

2016

  1. Efthimiadis Georgios, Design optimization and non-conventional connection analysis of a railway station roof, supervisor C. Gantes. full text
  2. Daifoti Aikaterini, Fatigue behavior of wind turbine tower connections, supervisor C. Gantes. full text
  3. Pyrza Stella, Quantification of seismic performance factor of regular multistory steel buildings with concentrically x-braced frames, supervisor D. Vamvatsikos.  full text
  4. Atakul M., Evaluation of simplified approaches for the derivation of seismic vulnerability models, supervisor D. Vamvatsikos (co-supervisor Dr. V. Silva).
  5. Lachanas Christos, Model type effects on the estimated seismic response of a 20-story steel moment resisting frame, supervisor D. Vamvatsikos. full text
  6. Mouka Theodora, Evaluation of performance of metallic implants used in total knee arthroplasty, supervisor D. Vamvatsikos. full text
  7. Frantzeskakis Emmanouil, Seismic performance assessment of multi-storey steel building with nonsymmetrical floor plan, supervisor D. Vamvatsikos. full text
  8. Bekas Georgios, Design and seismic performance evaluation of regular multistory steel building with buckling restrained braced, supervisor D. Vamvatsikos. full text

2015

  1. Kyriazis Aristomenis, Analysis of Bailey bridge M-2 and proposals of load bearing capacity improvement, supervisor I. Raftoyiannis.
  2. Chavdoulas Zacharias, Performance-Based Design of a 4-story steel moment resisting frame building according to yield frequency spectra, supervisor D. Vamvatsikos.
  3. Boutikas Konstantinos, Seismic resistance evaluation of steel buildings undergoing differential ground settlements, supervisor D. Vamvatsikos.
  4. Mitsoyiannis Theodoros, Loading capacity evaluation of a damaged steel hangar due to settlement, supervisor D. Vamvatsikos.

2014

  1. Bendas Andreas, Loads, analysis, behavior and structural design of offshore with turbines, supervisor C. Gantes. full text
  2. Thanasoulas Ilias, Fatigue analysis of wind turbine towers connections, supervisor C. Gantes. full text
  3. Papavasileiou Vasileios, Estimation of dynamic characteristics of Bailey Bridge and Investigation of the methods for the reduction of dynamic response on the structure, supervisor I. Raftoyiannis. full text
  4. Papadopoulos Athanasios, Estimation of seismic loss functions for typical steel office buildings, supervisor D. Vamvatsikos. full text
  5. Mastora D.- Kalogreaki A., Static design and analysis of a steel nine storey building with steel stiffness joints and alternatively with concrete core, supervisor I. Raftoyiannis. full text
  6. Parasyris A., supervisor I. Raftoyiannis. full text
  7. Levantis X., supervisor I. Vayas. full text