Institute of Structural Analysis and Dynamic of Structures

1. J. Argyris, M. Papadrakakis, G. Stefanou. Stochastic finite element analysis of shells, Computer Methods in Applied Mechanics and Engineering 191, 4781-4804 (2002). https://doi.org/10.1016/S0045-7825(02)00404-8 
2. G. Stefanou, M. Papadrakakis. Stochastic finite element analysis of shells with combined random material and geometric properties, Computer Methods in Applied Mechanics and Engineering 193, 139-160 (2004). [36ο μεταξύ των 50 πλέον αναφερόμενων άρθρων του περιοδικού την πενταετία 2004-2008. Πηγή: Elsevier]. https://doi.org/10.1016/j.cma.2003.10.001 
3. N. D. Lagaros, G. Stefanou, M. Papadrakakis. An enhanced hybrid method for the simulation of highly skewed non-Gaussian stochastic fields, Computer Methods in Applied Mechanics and Engineering 194, 4824-4844 (2005). https://doi.org/10.1016/j.cma.2004.12.009 
4. G. Stefanou, M. Papadrakakis. Assessment of spectral representation and Karhunen-Loève expansion methods for the simulation of Gaussian stochastic fields, Computer Methods in Applied Mechanics and Engineering 196, 2465-2477 (2007). https://doi.org/10.1016/j.cma.2007.01.009 
5. N. D. Lagaros, M. Papadrakakis, M. Fragiadakis, G. Stefanou, Y. Tsompanakis. Neural network aided stochastic computations and earthquake engineering, Computer Assisted Mechanics and Engineering Sciences 14, 251-275 (2007).
6. V. Papadopoulos, G. Stefanou, M. Papadrakakis. Buckling analysis of imperfect shells with stochastic non-Gaussian material and thickness properties. International Journal of Solids and Structures 46, 2800-2808 (2009). https://doi.org/10.1016/j.ijsolstr.2009.03.006 
7. G. Stefanou. The stochastic finite element method: past, present and future, Computer Methods in Applied Mechanics and Engineering 198, 1031-1051 (2009). [1o σε παγκόσμια κατάταξη μεταξύ των άρθρων με τη μεγαλύτερη αναγνωσιμότητα του περιοδικού στο εξάμηνο Ιανουαρίου-Ιουνίου 2009, στην πρώτη 15άδα στο διάστημα Ιουλίου 2009-Σεπτεμβρίου 2017. Πηγή: Elsevier]. https://doi.org/10.1016/j.cma.2008.11.007 
8. G. Stefanou, M. Fragiadakis. Nonlinear dynamic analysis of frames with stochastic non-Gaussian material properties, Engineering Structures 31, 1841-1850 (2009). https://doi.org/10.1016/j.engstruct.2009.02.020 
9. G. Stefanou, A. Nouy, A. Clément. Identification of random shapes from images through polynomial chaos expansion of random level set functions, International Journal for Numerical Methods in Engineering 79, 127-155 (2009). https://doi.org/10.1002/nme.2546 
10. G. Stefanou, V. Papadopoulos, M. Papadrakakis, Buckling load variability of cylindrical shells with stochastic imperfections, International Journal of Reliability and Safety 5, 191-208 (2011).
11. X.F. Xu, G. Stefanou. Variational formulation on effective elastic moduli of randomly cracked solids, International Journal for Multiscale Computational Engineering 9(3), 347-363 (2011). https://doi.org/10.1615/IntJMultCompEng.v9.i3.60 
12. G. Stefanou. Response variability of cylindrical shells with stochastic non-Gaussian material and geometric properties, Engineering Structures 33, 2621-2627 (2011). https://doi.org/10.1016/j.engstruct.2011.05.009 
13. X.F. Xu, G. Stefanou. Explicit bounds on elastic moduli of solids containing isotropic mixture of cracks and voids, Fatigue and Fracture of Engineering Materials and Structures, Special Issue on “Fracture mechanics: from Griffith theory, numerical modelling to applications” 35(8), 708-717 (2012). https://doi.org/10.1111/j.1460-2695.2012.01663.x 
14. X.F. Xu, G. Stefanou. Convolved orthogonal expansions for uncertainty propagation: application to random vibration problems, International Journal for Uncertainty Quantification 2(4), 383-395 (2012). https://doi.org/10.1615/Int.J.UncertaintyQuantification.2012004041 
15. I. Vryzidis, G. Stefanou, V. Papadopoulos. Stochastic stability analysis of steel tubes with random initial imperfections, Finite Elements in Analysis and Design 77, 31-39 (2013). http://doi.org/10.1016/j.finel.2013.09.002 
16. M. Georgioudakis, G. Stefanou, M. Papadrakakis. Stochastic failure analysis of structures with softening materials, Engineering Structures 61, 13-21 (2014). http://doi.org/10.1016/j.engstruct.2014.01.002 
17. D. Savvas, G. Stefanou, M. Papadrakakis, G. Deodatis. Homogenization of random heterogeneous media with inclusions of arbitrary shape modeled by XFEM, Computational Mechanics 54(5), 1221-1235 (2014). https://doi.org/10.1007/s00466-014-1053-x 
18. G. Stefanou. Simulation of heterogeneous two-phase media using random fields and level sets, Frontiers of Structural and Civil Engineering, 9(2) 114-120 (2015). https://doi.org/10.1007/s11709-014-0267-5 
19. G. Stefanou, D. Savvas, M. Papadrakakis, Stochastic finite element analysis of composite structures based on material microstructure, Composite Structures 132, 384-392 (2015). https://doi.org/10.1016/j.compstruct.2015.05.044 
20. D. Savvas, G. Stefanou, M. Papadrakakis, Determination of RVE size for random composites with local volume fraction variation, Computer Methods in Applied Mechanics and Engineering 305, 340-358 (2016). https://doi.org/10.1016/j.cma.2016.03.002 
21. D. Savvas, G. Stefanou, V. Papadopoulos, M. Papadrakakis, Effect of waviness and orientation of carbon nanotubes on random apparent material properties and RVE size of CNT reinforced composites, Composite Structures 152, 870-882 (2016). https://doi.org/10.1016/j.compstruct.2016.06.009 
22. D. Savvas, G. Stefanou, Assessment of the effect of microstructural uncertainty on the macroscopic properties of random composite materials, Journal of Composite Materials 51(19), 2707-2725 (2017). https://doi.org/10.1177/0021998316677333 
23. G. Stefanou, D. Savvas, M. Papadrakakis, Stochastic finite element analysis of composite structures based on mesoscale random fields of material properties, Computer Methods in Applied Mechanics and Engineering 326, 319-337 (2017). http://dx.doi.org/10.1016/j.cma.2017.08.002 
24. A.A. Markou, G. Stefanou, G.D. Manolis, Stochastic response of structures with hybrid base isolation systems, Engineering Structures 172, 629-643 (2018). https://doi.org/10.1016/j.engstruct.2018.06.051 
25. D. Savvas, G. Stefanou, Determination of random material properties of graphene sheets with different types of defects, Composites Part B: Engineering 143, 47-54 (2018). https://doi.org/10.1016/j.compositesb.2018.01.008 
26. A.A. Markou, G. Stefanou, G.D. Manolis, Stochastic energy measures for hybrid base isolation systems, Soil Dynamics and Earthquake Engineering 119, 454-470 (2019). https://doi.org/10.1016/j.soildyn.2018.01.027 
27. D. Savvas, G. Stefanou, The effect of material and geometrical uncertainty on the homogenized properties of graphene sheet reinforced composites, ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part B: Mechanical Engineering 5(3): 030904 (2019). https://doi.org/10.1115/1.4043402 
28. G.D. Manolis, G. Stefanou, A.A. Markou, Dynamic response of buried pipelines in randomly structured soil, Soil Dynamics and Earthquake Engineering 128, 105873 (2020). https://doi.org/10.1016/j.soildyn.2019.105873 
29. D. Savvas, I. Papaioannou, G. Stefanou, Bayesian identification and model comparison for random property fields derived from material microstructure, Computer Methods in Applied Mechanics and Engineering 365, 113026 (2020). https://doi.org/10.1016/j.cma.2020.113026 
30. G. Stefanou, D. Savvas, P. Metsis, Random material property fields of 3D concrete microstructures based on CT image reconstruction, Materials 14, 1423 (2021). https://doi.org/10.3390/ma14061423 
31. S. Sakata, G. Stefanou, S. Araki, Random field modeling of local strength of a randomly arranged unidirectional fiber-reinforced composite material under transverse tensile loading, Materials Today Communications 33, 104783 (2022). https://doi.org/10.1016/j.mtcomm.2022.104783 
32. G. Stefanou, D. Savvas, P. Gavallas, I. Papaioannou, The effect of random field parameter uncertainty on the response variability of composite structures, Composites Part C: Open Access 9, 100324 (2022). https://doi.org/10.1016/j.jcomc.2022.100324  
33. P. Gavallas, D. Savvas, G. Stefanou, Mechanical properties of graphene nanoplatelets containing random structural defects, Mechanics of Materials 180, 104611 (2023). https://doi.org/10.1016/j.mechmat.2023.104611 

• Makarios T, Anastassiadis K. Discussion in the paper ‘’Seismic Code Analysis of Buildings Without Locating Centers of Rigidity’’ by Goel RK – Chopra AK. Journal of Structural Engineering, vol 121, No 4, April 1995, p.p. 791-792 https://doi.org/10.1061/(ASCE)0733-9445(1995)121:4(791) . http://ascelibrary.org/doi/abs/10.1061/%28ASCE%290733-9445%281995%29121%3A4%28791%29 

• Μακάριος Τ, Αναστασιάδης Κ. Πραγματικός και Πλασματικός Ελαστικός Άξονας Πολυώροφων Κτιρίων: Θεωρία. Τεχνικά Χρονικά, Επιστ. Εκδ. ΤΕΕ, τόμος 17, τεύχος 1-2, σελ. 97-120. http://library.tee.gr/digital/techr/1997/techr_1997_i_17_1_2_97.pdf

• Μακάριος Τ, Αναστασιάδης Κ. Πραγματικός και Πλασματικός Ελαστικός Άξονας Πολυώροφων Κτιρίων: Εφαρμογή. Τεχνικά Χρονικά, Επιστ. Εκδ. ΤΕΕ, τόμος 17, τεύχος 3, σελ. 85-99. http://library.tee.gr/digital/techr/1997/techr_1997_i_17_3_85.pdf

• Anastassiadis K, Athanatopoulou A, Makarios T. Equivalent Static Eccentricities In the Simplified Methods of Seismic Analysis of Buildings. Earthquake Spectra the Profes. Jour. of the Earth. Engin. Research Inst., Vol. 14, Number 1, pp.1-34. https://doi.org/10.1193%2F1.1585986

• Makarios T, Anastassiadis K. Real and Fictitious Elastic Axis of Multi-Storey Buildings: Theory. The Structural Design of Tall Buildings, Vol. 7, Number 1,  pp 33-55. https://doi.org/10.1002/(SICI)1099-1794(199803)7:1%3C33::AID-TAL95%3E3.0.CO;2-D , http://onlinelibrary.wiley.com/doi/10.1002/%28SICI%291099-1794%28199803%297:1%3C33::AID-TAL95%3E3.0.CO;2-D/abstract

• Makarios T, Anastassiadis K. Real and Fictitious Elastic Axis of Multi-Storey Buildings: Applications. The Structural Design of Tall Buildings, Vol. 7, Number 1, pp 57-71. https://doi.org/10.1002/(SICI)1099-1794(199803)7:1%3C57::AID-TAL96%3E3.0.CO;2-0,  http://onlinelibrary.wiley.com/doi/10.1002/%28SICI%291099-1794%28199803%297:1%3C57::AID-TAL96%3E3.0.CO;2-0/abstract

• Μακάριος Τ. Άξονας Βέλτιστης Στρέψης και Ακτίνες Δυστρεψίας στα Πολυώροφα Κτίρια. Τεχνικά Χρονικά, Επιστ. Εκδ. ΤΕΕ, Σειρά Ι, τόμος 20, τεύχος Α/2000, σελ.75-94, ΤΕΕ. http://portal.tee.gr/portal/page/portal/PUBLICATIONS/SCIENTIFIC_PUBLICATIONS/SEIRA_I/ETOS_2000

• Μακάριος Τ, Αναστασιάδης Κ. Μέθοδος Αντισεισμικού Σχεδιασμού με Βάση τις Μετακινήσεις. ΚΤΙΡΙΟ επιστημονική έκδοση, τεύχος Α/2000, σελ.23-34. http://www.ktirio.gr/default.aspx?&catid=300&articleid=1269&action=showSCarticles

• Margaris B, Papaioannou Ch, Theodulidis N, Savaidis A, Anastasiadis A, Klimis N, Makra K, Demosthenous M, Karakostas Ch, Lekidis V, Makarios T, Salonikios T, Sous I, Carydis P, Lekkas E, Lozios S, Skourtsos E, Danamos G. Preliminary Observations on the August 14, 2003, Lefkada Island (Western Greece) Earthquake. EERI Journal, Special Earthquake Report–November 2003, pp1-12. https://www.eeri.org/lfe/pdf/greece_lefkada_eeri_preliminary_rpt.pdf

• Αναστασιάδης Α, Δημητρίου Π, Δημοσθένους Μ, Θεοδουλίδης Ν, Καρακώστας Χ, Κλήμης Ν, Λεκίδης Β, Μακάριος Τ, Μάκρα Κ, Μάργαρης Β, Παπαϊωάννου Χ, Σαββαΐδης Α, Σαλονικιός Θ, Σους Ι. Ο Σεισμός της Λευκάδας [Μ=6.2, 14.Αυγούστου 2003]. ΙΣΧΥΡΗ ΣΕΙΣΜΙΚΗ ΚΙΝΗΣΗ ΚΑΙ ΣΥΝΕΠΕΙΕΣ ΣΤΟ ΔΟΜΗΜΕΝΟ ΚΑΙ ΦΥΣΙΚΟ ΠΕΡΙΒΑΛΛΟΝ. Περιοδικό ΤΕΧΝΙΚΑ ΧΡΟΝΙΚΑ Τ.Ε.Ε., Ηλεκτρονική Διμηνιαία Έκδοση, Τεύχος 2, Μάρτιος-Απρίλιος 2004, σελ.1-7.(ηλεκτρονική έκδοση στη διεύθυνση: https://web.tee.gr/d-e-k-a-d/tmima-vivliothikis/ekdoseis/pubs-2004/

• Karakostas Ch, Lekidis V, Makarios T, Salonikios Th, Sous I, Demosthenous M. Seismic response of structures and infrastructure facilities during the Lefkada, Greece Earthquake of 14/8/2003. Engineering Structures Journal, 27, pp.213-227. https://doi.org/10.1016/j.engstruct.2004.09.009 ,  http://www.sciencedirect.com/science/article/pii/S0141029604003335

• Makarios T. Optimum Torsion Axis To Multistory Buildings By Using The Continuous Model Of The Structure. Journal of the Structural Design of Tall & Special Buildings, 14, 1, March, pp 69-90. https://doi.org/10.1002/tal.262 , http://onlinelibrary.wiley.com/doi/10.1002/tal.262/abstract

• Makarios T. Optimum definition of equivalent non-linear SDF system in pushover procedure of multistory r/c frames. Engineering Structures Journal v.27, 5, April, pp.814-825. DOI 10.1016/j.engstruct.2005.01.005 , http://www.sciencedirect.com/science/article/pii/S0141029605000271

(This paper conquest the 16^th position in the World for the period from April 2005 to June 2005, between more 2000 papers of Data-base of ELSEVIER, according to following site: http://top25.sciencedirect.com/index.php?acc=t&cat_id=4&subject_area_id=9&journal_id=01410296 )

• Ξενίδης Χ, Μακάριος Τ , Αθανατοπούλου Α. Οι ιδιότητες του άξονα βέλτιστης στρέψης στα ασύμμετρα πολυώροφα κτίρια. Τεχνικά Χρονικά, Επιστ. Εκδ. ΤΕΕ, Σειρά Ι, τεύχος 2-3/2005, σελ.99-112. http://portal.tee.gr/portal/page/portal/PUBLICATIONS/SCIENTIFIC_PUBLICATIONS/SEIRA_I/ETOS_2005/tefhosB

• Karakostas Ch, Makarios T, Lekidis V, Salonikios T, Sous I, Makra K, Anastasiadis A, Klimis N, Dimitriou P, Margaris B, Papaioannou Ch, Theodulidis N and Savvaidis A. The Kythira (Greece) Earthquake of January 8, 2006: Preliminary Report on Strong Motion Data, Geotechnical and Structural Damage. EERI Learning from Earthquakes report (after review), at: https://www.eeri.org/lfe/pdf/greece_kythira_ITSAK.pdf

• Makarios T, Demosthenous M. Seismic Response of Traditional Buildings of Lefkas Island, Greece. Engineering Structures Journal, v.28, 2, January, pp.264-278. https://doi.org/10.1016/j.engstruct.2005.08.002 , http://www.sciencedirect.com/science/article/pii/S0141029605002828

• Makarios T, Athanatopoulou AM, Xenidis H. Numerical verification of Properties of the fictitious elastic axis in asymmetric multistorey buildings. Journal of the Structural Design of Tall & Special Buildings, 15, 3, September, pp 249-276. https://doi.org/10.1002/tal.294 , http://onlinelibrary.wiley.com/doi/10.1002/tal.294/abstract

• Athanatopoulou AM, Makarios T, Anastassiadis K. Earthquake Analysis of Isotropic Asymmetric Multistorey Buildings. Journal of the Structural Design of Tall & Special Buildings, 15, 4, December, pp 417-443. https://doi.org/10.1002/tal.304 , http://onlinelibrary.wiley.com/doi/10.1002/tal.304/abstract

• Margaris B., Papaioannou C., Theodoulidis N., Savvaidis A., Klimis N., Makra K., Demosthenous M., Karakostas C., Lekidis V., Makarios T., Salonikios T. (ITSAK), Athanasopoulos G., Mylonakis G., Papantopoulos C., Efthimiadou V., Kloukinas P., Ordonez I., Vlachakis V. (Department of Civil Engineering of University of Patras), Stewart J. (University of California of Los Angeles). 2008. Preliminary Report on the Principal Seismological and Engineering Aspects of the M_w=6.5 Achaia-Ilia (Greece) Earthquake on 8 June 2008. GEER Association Report No GEER-013; (after review) Report for Web Dissemination Geotechnical Earthquake Reconnaissance Web Site: http://research.eerc.berkeley.edu/projects/GEER/GEER_Post%20EQ%20Reports/Greece_2008/greece_2008_index.html.

• Makarios T. Practical calculation of the torsional stiffness radius of multistorey tall buildings. Journal of the Structural Design of Tall & Special Buildings, 17,1, (March) pp.39-65. https://doi.org/10.1002/tal.316 , http://onlinelibrary.wiley.com/doi/10.1002/tal.316/abstract

• Moschonas I., Kappos A., Panetsos P., Papadopoulos V., Makarios T. , Thanopoulos P. Seismic fragility curves for Greek bridges: Methodology and case studies. Bulletin of Earthquake Engineering Journal: Volume 7, Issue2 (May 2009), Page 439-468. https://doi.org/10.1007/s10518-008-9077-2 , http://www.springerlink.com/content/1h6645n75307u167/

• Makarios T. Equivalent Non-Linear SDF system of spatial asymmetric multistory buildings in pushover procedure. Theory & Applications. Journal of the Structural Design of Tall & Special Buildings, 18,7, (November 2009) https://doi.org/10.1002/tal.459, pp.729-763. http://onlinelibrary.wiley.com/doi/10.1002/tal.459/abstract 

• Makarios T., Xenidis H., Liolios A. 2009. Seismic Target-Dispalcement of Multistorey reinforced Concrete (r/c) frames using pushover analysis and Inelastic Spectra. Journal of International Review on Modelling and Simulations; Praise Worthy Prize Ltd. April; Vol.2, n.2: pp. 213-220. http://www.praiseworthyprize.org/jsm/index.php?journal=irehm&page=article&op=view&path%5B%5D=1465r

• Makarios T., Athanatopoulou A., Xenidis H., Liolios A. 2009. Seismic Demands of Planar Reinforced Concrete (R/C) Systems Using Pushover Analysis. Computer and Experimental Simulations in Engineering and Science (CESES); Malliarispaedia, issue 4, June,44-52.

• Makarios T. Identification of the mode shapes of spatial tall multi-storey buildings due to earthquakes. The new “modal time-histories” method. Journal of the Structural Design of Tall & Special Buildings, DOI: 10.1002/tal.630; 21, 9; September 2012: 621-641 http://onlinelibrary.wiley.com/doi/10.1002/tal.630/abstract

• Makarios T, Asteris P. Numerical investigation of seismic behavior of spatial asymmetric multi-storey reinforced concrete buildings with masonry infill walls. Special Issue on “Advances in Infilled Framed structures: Experiental & Modelling Aspects”. The Open Construction & Building technology Journal; HT-BO-TOBCTJ-0006. Suppl 1-M8; 113-125. DOI: 10.2174/1874836801206010113 ,  https://openconstructionbuildingtechnologyjournal.com/contents/volumes/V6/TOBCTJ-6-113/TOBCTJ-6-113.pdf , http://www.benthamscience.com/open/tobctj/Special-issues.htm

• Makarios T. , Evaluating of the effective seismic amplification factor on a probabilistic basis”. Structural Engineering Mechanics. An international Journal, Vol. 42, No. 1, April 10, 2012: 121-129, DOI: 10.12989/sem.2012.42.1.121 , http://technopress.kaist.ac.kr/?page=search2&mode=result#1

• Makarios T. Seismic non-linear static new method of spatial asymmetric multi-storey r/c buildings. Journal of the Structural Design of Tall & Special Buildings, DOI: 10.1002/tal.640, Vol. 21, Issue 11, November: 800–823 http://onlinelibrary.wiley.com/doi/10.1002/tal.640/abstract

• Makarios T. Evaluation of the Seismic demand Chord Rotations of Structural Peinforced Concrete Members. Journal of Frontiers in Geotechnical Engineering (FGE); Volume 1, issue 1, December 2012: 1-8

                         https://d1wqtxts1xzle7.cloudfront.net
                         http://www.seipub.org/fge/currentissue.aspx?Volume=1&Number=1&Abstr=false
                         https://old.datahub.io/ca/dataset/http-www-seipub-org-fge/resource/54cf7c43-ab64-4791-97da-e4fd1746b70f

• Makarios T. , Peak Ground Acceleration Functions of Mean Return Period for Known Reliability Index of Hellenic Design Earthquakes”. Journal of Earthquake Engineering, (on line May 15, 2012); DOI:10.1080/13632469.2012.690550. Vol. 17, No. 1, 01 Jan 2013: 98-109. http://www.tandfonline.com/doi/full/10.1080/13632469.2012.690550

• Makarios T. , Baniotopoulos C. Wind Energy Structures: Modal Analysis by the Continuous Model Approach. Journal of Vibration and Control, doi: 10.1177/1077546312463761, Volume 20, Issue 3, February 2014: 395-405. http://jvc.sagepub.com/content/early/2012/10/31/1077546312463761.abstract

• Makarios T. , Demosthenous, M. Earthquake Behavior of Historic Timper-Masonry of Lefkas Ionian Island, Greece. Journal of Current Advances in Civil Engineering (CACE), Volume 2, Issue 2, April, 2014: 74-79. http://doi.org/10.5281/zenodo.4744497 , http://www.vkingpub.com/journal/cace/Archive.aspx

• Makarios T. , Baniotopoulos C. Modal analysis of wind turbine tower via its continuous model with partially fixed foundation. International Journal of Innovative Research in Advanced Engineering, vol.2, issue 1,No1, 14-25. http://www.ijirae.com/volumes/Vol2/iss1/03.JACE10082.pdf

• Makarios T., Demosthenous M. 2015. Seismic capacity of the stone masonry lighthouse at Paphos Cyprus. . International Journal of Innovative Research in Advanced Engineering, vol.2, issue 1, No1, 67-73. http://www.ijirae.com/volumes/Vol2/iss1/10.JACE10084.pdf

• Makarios T. Design Characteristic value of the Arias intensity magnitude for artificial accelerograms compatible with Hellenic seismic hazard zones. International Journal of Innovative Research in Advanced Engineering, vol.2, issue 1,No2, 87-98. http://www.ijirae.com/volumes/Vol2/iss1/14.JACE10085.pdf

• Makarios T., Efthymiou E., Baniotopoulos C. On the Torsional-Translational Response of Wind Turbine Structures. Arabian Journal for Science and Engineering. On line October 23, 2015. DOI 10.1007/s13369-015-1911-7. http://link.springer.com/article/10.1007/s13369-015-1911-7

• Manolis G.D., Makarios T.K., Terzi V., Karetsou I. Mode shape identification of an existing three-story flexible steel stairway as a continuous dynamic system. Theoretical and Applied Mechanics, Vol.42, issue 3, 151-166. DOI:10.2298/TAM1503151M http://elib.mi.sanu.ac.rs/pages/browse_issue.php?db=tam&rbr=29

• Georgoussis G., Tsompanos A., Makarios T. Approximate seismic analysis of multi-story buildings with mass and stiffness irregularities. Procedia Engineering, Elsevier, vol.125, 959-966 http://www.sciencedirect.com/science/article/pii/S1877705815034645

• Bakalis A., Makarios T. Dynamic Eccentricities and the “capable near collapse centre of stiffness” of reinforced concrete single-storey buildings in pushover analysis. Engineering Structures, Elsevier, vol.166, 62-78 .DOI:10.1016/j.proeng.2015.11.147, https://doi.org/10.1016/j.engstruct.2018.03.056 , https://www.sciencedirect.com/science/article/pii/S0141029617324033

• Bakalis A., Makarios T. “Seismic assessment of asymmetric single-story RC buildings by modified pushover analysis using the “capable near collapse centre of stiffness”: Validation of the method. Journal of Earthquake Engineering 2019; https://doi.org/10.1080/13632469.2019.1698477 , https://www.tandfonline.com/doi/full/10.1080/13632469.2019.1698477

• Dragos K., Makarios T., Karetsou I., Manolis G., Smarsly K. Detection and Correction of Synchronization-induced Errors in Operational Modal Analysis. Journal of Archive of Applied Mechanics, Springer, 90, pp.1547-1567, DOI: 10.1007/s00419-020-01683-6 https://link.springer.com/article/10.1007/s00419-020-01683-6

• Makarios T., Bakalis A. New Seismic Pushover Procedures using either Floor Enforced-Displacements or Inelastic Dynamic Eccentricities on Irregular Single-Storey R/C Buildings. Journal of Computational Engineering and Physical Modeling,volume 2, issue 4, 2019,pages 1-10. DOI:10.22115/CEPM.2020.216973.1082 http://www.jcepm.com/article_104426.html 

• Bakalis A., Makarios T., Seismic Assessment of Asymmetric Single-Sorey R/C Buildings by two New Methodologies: Enforced Displacement-Based and Force-Beasd Pushover Procedures. Journal of Civil Engineering and Construction, 9(2): pages 93-108, doi.org/10.32732/jcec.2020.9.2.93  http://www.xpublication.com/index.php/jcec/article/view/359/ , http://www.xpublication.com/index.php/jcec/article/view/359/227  

• Makarios T., Identification of Mode-Shapes and Eigen-Frequencies of bi-hinge Beam with Distributed Mass and Stiffness. Journal of Civil Engineering and Construction, 9(3): pages 119-126, doi.org/10.32732/jcec.2020.9.3.119  http://www.xpublication.com/index.php/jcec/article/view/356/, http://www.xpublication.com/index.php/jcec/article/view/356/239

• Bakalis A., Makarios T. Seismic Enforced-Displacement Pushover Procedure on Multistorey R/C Buildings. Engineering Structures, Elsevier, vol.229,15 February 2021, https://doi.org/10.1016/j.engstruct.2020.111631 

• Bakalis A., Makarios T., Athanatopoulou A. Inelastic Dynamic Eccentricities in Pushover Analysis Procedure of Multi-story RC Builfings.Journal Buildings 2021, 11, 195. MDPI, pp.1-32. https://doi.org/10.3390/buildings11050195 , https://www.mdpi.com/2075-5309/11/5/195/pdf

• Manolis G.D., Makarios T.K., Katakalos K., Dadoulis G., Tziotziou A., Charalambidou E. Field Measurements and Numerical Modeling of a Flexible Pylon. A pilot study on Structural Health Monitoring. Theoretical and Applied Mechanics, Vol.51,3, (2021), pp 352-367. https://jtambg.eu/issues.php?year=2021&vol=51&issue=3 , https://jtambg.eu/papers/2021/JTAM2021_3_352-367.pdf

• Makarios T., Bakalis A. A Flowchart to Access the Seismic Capacity of Existing Irregular In-Plan RC Buildings using Eurocode EN 1998-3, International Journal of Earthquake Engineering and Hazard Mitigation (IREHM), (March 2021)

• Chatzikonstantinou N., Makarios T., Athanatopoulou A. Integration Method for Response History Analysis of Single-Degree-of-Freedom Systems with Negative Stiffness. Buildings2022, 12(8), 1214; https://doi.org/10.3390/buildings12081214

• Makarios T., Lekidis V. Developing Model of Bridge to Identification Eigen-Frequencies of Bridges Using the Theory of Continuous Systems, PriMera Scientific Engineering,Volume 1 Issue 1 September. pp 4-11; https://doi.org/10.56831/PSEN-01-002 

• Tziotziou A. Makarios T. Influence of two orthogonal and horizontal seismic excitation components of strong ground motion on the identification of eigen-frequencies of asymmetric buildings. Trends in Civil Engineering and its Architecture (TCEIA),Volume 4, Issue 3, September. 678-685, TCEIA. MS.ID.000189. DOI: 10.32474/TCEIA.2022.04.000189 https://lupinepublishers.com/civil-engineering-journal/pdf/TCEIA.MS.ID.000189.pdf 

• Bakalis A, Makarios T. Assessing the Seismic Capacity of Existing Irregular In-Plan RC Buildings using floor enforced displacements by following a flowchart. Advancements in Civil Engineering & Technology, (ACET), vol.5, issue 2. pp 1-15. DOI: 10.31031/ACET.2022.05.000610 https://crimsonpublishers.com/acet/fulltext/ACET.000610.php , https://crimsonpublishers.com/acet/pdf/ACET.000610.pdf 

• Makarios T., Athanatopoulou A. 2022. Centre of Stiffness, Principal Axes and Principal Start Point of Thin-Walled Open-Sections of Cores: A New Modified Calculation Technique Based on Vlasov Torsion Theory. Buildings 2022, 12(11),1804, pp.1-29, https://doi.org/10.3390/buildings12111804 , Abstract: https://www.mdpi.com/2075-5309/12/11/1804 , PDF Version: https://www.mdpi.com/2075-5309/12/11/1804/pdf

• Bakalis A. Makarios T. Verification of seismic enforced-displacement pushover procedure on torsionally flexible, asymmetric, multi-storey r/c buildings, Journal of Building Design and Environment,Volume 2, Issue 1, 2023, 028290, https://doi.org/10.37155/2811-0730-0201-2 

• Makarios T. Damage Identification in plane multi-storey reinforced concrete frame. The Open Construction & Building Technology Journal,Volume 17. http://dx.doi.org/10.2174/18748368-v17-230223-2022-18 , https://openconstructionbuildingtechnologyjournal.com/contents/volumes/V17/e187483682302070/e187483682302070.pdf , https://openconstructionbuildingtechnologyjournal.com/index.php 

• Makarios, T. K. (2023). Equivalent Torsional-Warping Stiffness of Cores with Thin-Walled Open Cross-Section Using the Vlasov Torsion Theory. American Journal of Engineering and Applied Sciences, 16(2), 44-55. https://doi.org/10.3844/ajeassp.2023.44.55 , https://thescipub.com/abstract/10.3844/ajeassp.2023.44.55

• Makarios T., Bakalis, A.P. (2023). Identification of Damage in Planar Multistory Reinforced Concrete Frames Developing a Beam-Sway Plastic Mechanism Using the “M and P” Technique. Buildings 2023, 13, 2316. https://doi.org/10.3390/buildings13092316 

• Makarios T., Bakalis A and Athanatopoulou. Asymmetric folded plate with parallel edges. Validation of their static behavior by combining Vlasov Torsion Theory with Bernoulli Bending Theory. The Open Construction & Building Technology Journal, Volume….(has been accepted for publication)

1. Kostinakis K.G., Athanatopoulou A.M. and Avramidis I.E. (2011) “Sectional forces for seismic design of R/C frames by linear time history analysis and application to 3D single-story buildings”, Soil Dynamics and Earthquake Engineering, 31(3): 318-333.
2. Kostinakis K.G., Athanatopoulou A.M. and Avramidis I.E. (2012) “Orientation effects of horizontal seismic components on longitudinal reinforcement in R/C Frame elements”, Natural Hazards and Earth System Sciences, 12(1): 1-10.
3. K.G. Kostinakis, A.M. Athanatopoulou and V.S. Tsiggelis (2013) “Effectiveness of percentage combination rules for maximum response calculation within the context of linear time history analysis”, Engineering Structures, 56: 36-45.
4. K.G. Kostinakis, A.M. Athanatopoulou and I.E. Avramidis (2013) “Evaluation of inelastic response of 3D single-story R/C frames under bi-directional excitation using different orientation schemes”, Bulletin of Earthquake Engineering, 11(2): 637-661.
5. I-K. Fontara, K. Kostinakis, G. Manoukas and A. Athanatopoulou (2015) “Parameters affecting the seismic response of buildings under bi-directional excitation”, Structural Engineering and Mechanics, 53(5): 957-979.
6. K. Kostinakis and A. Athanatopoulou (2015) “Evaluation of scalar structure-specific ground motion intensity measures for seismic response prediction of earthquake resistant 3D buildings”, Earthquakes and Structures, 9(5): 1091-1114.
7. K. Kostinakis, K. Morfidis, and H. Xenidis (2015) “Damage response of multistorey r/c buildings with different structural systems subjected to seismic motion of arbitrary orientation”, Earthquake Engineering and Structural Dynamics, 44(12): 1919-1937.
8. K. Kostinakis, A. Athanatopoulou and K. Morfidis (2015) “Correlation between ground motion intensity measures and seismic damage of 3D R/C buildings”, Engineering Structures, 82: 151-167.
9. K. Kostinakis and A. Athanatopoulou (2016) “Incremental dynamic analysis applied to assessment of structure-specific earthquake IMs in 3D R/C buildings”, Engineering Structures, 125: 300-312.
10. D. Sotiriadis, K. Kostinakis and K. Morfidis (2017) “Effects of nonlinear soil-structure-interaction on seismic damage of 3D buildings supported on cohesive and frictional soils”, Bulletin of Earthquake Engineering, 15(9): 3581-3610.
11. K. Morfidis and K. Kostinakis (2017) “Seismic parameters’ combinations for the optimum prediction of the damage state of R/C buildings using neural networks”, Advances in Engineering Software, 106: 1-16.
12. K. Kostinakis and K. Morfidis (2017) “The impact of successive earthquakes on the seismic damage of multistorey 3D R/C buildings”, Earthquakes and Structures, 12(1): 1-12.
13. K. Morfidis and K. Kostinakis (2017) “The role of masonry infills on the damage response of R/C buildings subjected to seismic sequences”, Engineering Structures, 131: 459-476.
14. K. Morfidis and K. Kostinakis (2018) “Approaches to the rapid seismic damage prediction of r/c buildings using artificial neural networks”, Engineering Structures, 165: 120-141.
15. K. Kostinakis (2018) “Impact of the masonry infills on the correlation between seismic intensity measures and damage of R/C buildings“, Earthquakes and Structures, 14(1): 55-71.
16. K. Kostinakis, I.-K. Fontara and A. Athanatopoulou (2018) “Scalar structure-specific ground motion intensity measures for assessing the seismic performance of structures. A review“, Journal of Earthquake Engineering, 22(4): 630-665.
17. K. Kostinakis, G. Manoukas and A. Athanatopoulou (2018) “Influence of Seismic Incident Angle on Response of Symmetric in Plan Buildings”, KSCE Journal of Civil Engineering, 22(2): 725-735.
18. K. Morfidis and K. Kostinakis (2019) “Comparative Evaluation of MFP and RBF Neural Networks’ Ability for Instant Estimation of r/c Buildings’ Seismic Damage Level”, Engineering Structures, 197: 109436.
19. Α. Papasotiriou, A. Athanatopoulou and K. Kostinakis (2020) “Investigation on engineering demand parameters describing the seismic damage of masonry infilled R/C frames”, Bulletin of Earthquake Engineering, 18(13): 6075-6115.
20. K. Kostinakis and K. Morfidis (2020) “Optimization of the seismic performance of masonry infilled R/C buildings at the stage of design using artificial neural networks”, Structural Engineering and Mechanics, 3(10): 295-309.
21. K. Kostinakis and A. Athanatopoulou (2020) “Effects of in-plan irregularities caused by masonry infills on the seismic behavior of R/C buildings”, Soil Dynamics and Earthquake Engineering, 129: 105598.
22. . Papasotiriou, A. Athanatopoulou and K. Kostinakis (2021) “Parametric study of the masonry infills’ effect on the seismic performance of R/C frames based on the use of different damage measures “, Engineering Structures, 241: 112326.
23. Α. Tsourekas, A. Athanatopoulou and K. Kostinakis (2021) “Maximum mean square response and critical orientation under bi-directional seismic excitation”, Engineering Structures, 233: 111881.
24. K. Morfidis and K. Kostinakis (2022) “Special Issue on Application of Artificial Neural Networks for Seismic Design and Assessment”, Applied Sciences (Switzerland), 12(12): 6192.
25. K. Morfidis and K. Kostinakis (2022) “Rapid Prediction of Seismic Incident Angle’s Influence on the Damage Level of RC Buildings Using Artificial Neural Networks”, Applied Sciences (Switzerland), 12(3): 1055.
26. Α. Papasotiriou, A. Athanatopoulou and K. Kostinakis (2022) “Spectral Acceleration as an Efficient Seismic Damage Measure for Bare and Masonry Infilled R/C Frames”, Journal of Earthquake Engineering, 26(9): 4580-4612.
27. V. Vasileiadis, K. Kostinakis and A. Athanatopoulou (2023) “Story-wise assessment of seismic behavior and fragility analysis of R/C frames considering the effect of masonry infills”, Soil Dynamics and Earthquake Engineering, 165: 107714.
28. K. Demertzis, K. Kostinakis, K. Morfidis and L. Iliadis (2023) “An interpretable machine learning method for the prediction of R/C buildings’ seismic response”, Journal of Building Engineering, 63(A): 105493.
29. K. Kostinakis, K. Morfidis, K. Demertzis  and L. Iliadis (2023) ” Classification of buildings’ potential for seismic damage using a machine learning model with auto hyperparameter tuning”, Engineering Structures, 290: 116359.

* Publications received the Thomaideio Award for the Progress of Science and Arts. 

1. Ο.Ε.  Sapountzaki, A.E. Kampitsis, Ν.D. Lagaros (2023) “ Modelling of Inelastic Pentamode-Based Bridge Bearings Using Beam Elements” J. Civil Engineering and Construction, 12(3), 126-141, doi.org/10.32732/jcec.2023.12.3.126 
2. A.E. Kampitsis, K. Kapasakalis, L. Via-Estrem (2022) “An integrated FEA-CFD simulation of offshore wind turbines with vibration control systems” Engineering Structures, 254 113859. doi.org/10.1016/j.engstruct.2022.113859
3. K. Kapasakalis, I Antoniadis, E.J. Sapountzakis and A.E. Kampitsis (2021), “Vibration Mitigation of Wind Turbine Towers Using Negative Stiffness Absorbers”, J. Civil Engineering and Construction, 10 (3), doi.org/10.32732/jcec.2021.10.3.123 
4. A.E. Kampitsis, W. J. Kostorz, A. Muggeridge and M. Jackson (2021) “The life span and dynamics of immiscible viscous fingering in rectilinear displacements”, Phys. Fluids 33, 096608; aip.scitation.org/doi/10.1063/5.0064955?af=R&feed=most-recent
5. A.E. Kampitsis, A. Adam, P. Salinas, C. Pain, A. Muggeridge and M. Jackson (2020) “Dynamic Adaptive Mesh Optimisation for Immiscible Viscous Fingering”, Computational Geoscience. link.springer.com/article/10.1007/s10596-020-09938-5
6. A.E. Kampitsis and E.J. Sapountzakis (2017) “Dynamic Analysis of Beam-Soil Interaction Systems with Material and Geometrical Nonlinearities”, International Journal of Non-Linear Mechanics, 90, 82-99. dx.doi.org/10.1016/j.ijnonlinmec.2017.01.007
7. A.E. Kampitsis, S.K. Giannakos, N.A. Gerolymos and E.J. Sapountzakis (2015) “Soil-Pile Interaction Considering Structural Yielding: Numerical Modeling and Experimental Validation”, Engineering Structures, 99, 319-333. sciencedirect.com/science/article/pii/S0141029615003156
8. E.J. Sapountzakis, I.C. Dikaros, A.E. Kampitsis, A.D. Koroneou (2015) “Nonlinear Response of Wind Turbines under Wind and Seismic Excitations with Soil–Structure Interaction”, Journal of Computational and Nonlinear Dynamics-ASME, 10(4), doi:10.1115/1.4027697. computationalnonlinear.asmedigitalcollection.asme.org/article.aspx
9. A.E. Kampitsis and E.J. Sapountzakis (2014) “Geometrically Nonlinear Inelastic Analysis of Timoshenko Beams on Inelastic Foundation” Computer Modeling in Engineering & Science, 103 (6), 367-409. techscience.com/doi/10.3970/cmes.2014.103.367.html
10. *A.E. Kampitsis, E.J. Sapountzakis, S.K. Giannakos and N.A. Gerolymos (2013) “Seismic Soil–Pile–Structure Kinematic and Inertia Interaction – A New Beam Approach”, Soil Dynamics and Earthquake Engineering, 55, 211–224.  sciencedirect.com/science/article/pii/S0267726113002169 
11. *E.J. Sapountzakis and Α.Ε. Kampitsis (2013) “Inelastic Analysis of Beams on Two-Parameter Tensionless Elastoplastic Foundation”, Engineering Structures, 48, 389-401. http://www.sciencedirect.com/science/article/pii/S0141029612004907
12. *E.J. Sapountzakis and Α.Ε. Kampitsis (2012) “A BEM Approach for Inelastic Analysis of Beam-Foundation Systems under Cyclic Loading” Computer Modeling in Engineering & Science-CMES, 87(2), 97-124. http://www.techscience.com/doi/10.3970/cmes.2012.087.097.html 
13. E.J. Sapountzakis and Α.Ε. Kampitsis (2012) “Nonlinear Dynamic Analysis of Shear Deformable Beam-Columns on Nonlinear 3-Parameter Viscoelastic Foundation Part II: Applications and Validation”, Journal of Engineering Mechanics (ASCE), 139(7), 897-902. http://ascelibrary.org/doi/abs/10.1061/(ASCE)EM.9
14. E.J. Sapountzakis and Α.Ε. Kampitsis (2012) “Nonlinear Dynamic Analysis of Shear Deformable Beam-Columns on Nonlinear 3-Parameter Viscoelastic Foundation Part I: Theory and Numerical Implementation”, Journal of Engineering Mechanics (ASCE), 139(7), 886-896. http://ascelibrary.org/doi/abs/10.1061/(ASCE)EM.1943-7889.0000549
15. *E.J. Sapountzakis and Α.Ε. Kampitsis (2011) “Nonlinear Response of Shear Deformable Beams on Tensionless Nonlinear Viscoelastic Foundation under Moving Loads”, Journal of Sound and Vibration, 330, 5410–5426. http://www.sciencedirect.com/science/article/pii/S0022460X1100486X 
16. E.J. Sapountzakis and Α.Ε. Kampitsis (2011) “Nonlinear Analysis of Shear Deformable Beam-Columns Partially Supported on Tensionless Three-Parameter Foundation”, Archive of Applied Mechanics, 81(12), 1833-1851. http://link.springer.com/article/10.1007/s00419-011-0521-4
17. *E.J. Sapountzakis and Α.Ε. Kampitsis (2010) “Nonlinear Dynamic Analysis of Timoshenko Beam-Columns Partially Supported on Tensionless Winkler Foundation”, Computers & Structures, 88, 1206-1219.  http://www.sciencedirect.com/science/article/pii/S0045794910001525 
18. E.J. Sapountzakis and Α.Ε. Kampitsis (2010) “Nonlinear Analysis of Shear Deformable Beam-Columns Partially Supported on Tensionless Winkler Foundation”, International Journal of Engineering, Science and Technology (IJEST), 2(4), 31-53. http://www.ijest-ng.com/vol2-no4-2010.html

• Vasiliki G. Terzi, George D. Manolis, Basic numerical modelling issues in dynamic soil-tunnel interaction, Soil Dynamics and Earthquake Engineering, Volume 172, 2023, 108060, ISSN 0267-7261, https://doi.org/10.1016/j.soildyn.2023.108060.
• Vasiliki G. Terzi, Optimization matrix method for the determination of the real torsion axis orientation angle, Engineering Structures, Volume 286, 2023, 116133, ISSN 0141-0296, https://doi.org/10.1016/j.engstruct.2023.116133.
• Pachta V, Malachtaris I, Terzi V. Architectural, Constructional and Structural Analysis of a Historic School Building in the Municipality of Agia, Greece. Heritage. 2023; 6(1):374-396. https://doi.org/10.3390/heritage6010020
• Vasiliki G. Terzi, Asimina Athanatopoulou, Dynamic optimum torsion axis under soil-structure interaction effects, Engineering Structures, Volume 274, 2023, 115150, ISSN 0141-0296, https://doi.org/10.1016/j.engstruct.2022.115150.
• Partheniadis I, Terzi V, Nikolakakis I. Finite Element Analysis and Modeling in Pharmaceutical Tableting. Pharmaceutics. 2022; 14(3):673. https://doi.org/10.3390/pharmaceutics14030673
• Vasiliki G. Terzi, Statistical analyses on the degree of influence of various assumptions in soil-structure interaction studies, Engineering Structures, Volume 252, 2022, 113750, ISSN 0141-0296, https://doi.org/10.1016/j.engstruct.2021.113750.
• Vasiliki G. Terzi, Asimina Athanatopoulou, Optimum torsion axis in multistory buildings under earthquake excitation: A new criterion based on axis of twist, Engineering Structures, Volume 249, 2021, 113356, ISSN 0141-0296, https://doi.org/10.1016/j.engstruct.2021.113356.
• Vasiliki G. Terzi, Soil-structure-interaction effects on the flexural vibrations of a cantilever beam, Applied Mathematical Modelling, Volume 97, 2021, Pages 138-181, ISSN 0307-904X, https://doi.org/10.1016/j.apm.2021.03.045.
• Vasiliki G. Terzi, Asimina Athanatopoulou, Influence of soil structure interaction effects on the real elastic axis of asymmetric buildings, Soil Dynamics and Earthquake Engineering, Volume 146, 2021, 106775, ISSN 0267-7261, https://doi.org/10.1016/j.soildyn.2021.106775.
• Vasiliki G. Terzi, Asimina Athanatopoulou, Elastic axis of special classes of buildings under earthquake excitation, Engineering Structures, Volume 237, 2021, 112203, ISSN 0141-0296, https://doi.org/10.1016/j.engstruct.2021.112203.
• Vasiliki G. Terzi & George D. Manolis (2021) Model reduction for structural health monitoring accounting for soil-structure-interaction, Structure and Infrastructure Engineering, 17:6, 779-791, DOI: 10.1080/15732479.2020.1768272
• Terzi V and Athanatopoulou A (2021) Seismic Vertical Component Effects on the Pathology of a Historical Structure, Xana, Located in Greece. Front. Built Environ. 7:666840. doi: 10.3389/fbuil.2021.666840
• Pachta V, Terzi V, Malandri E. Architectural, Constructional and Structural Aspects of a Historic School in Greece. The Case of the Elementary School in Arnaia, Chalkidiki. Heritage. 2021; 4(1):1-19. https://doi.org/10.3390/heritage4010001
• Vasiliki G. Terzi (2020) Impedance functions of a strip foundation in presence of a trench, European Journal of Environmental and Civil Engineering, DOI: 10.1080/19648189.2020.1805023
• Vasiliki G. Terzi, Christos E. Ignatakis, Nonlinear finite element analyses for the restoration study of Xana, Greece, Engineering Structures, Volume 167, 2018, Pages 96-107, ISSN 0141-0296, https://doi.org/10.1016/j.engstruct.2018.04.034.
• George D. Manolis, Triantafyllos K. Makarios, Vasiliki Terzi, and Ioanna Karetsou. Mode shape identification of an existing three-story flexible steel stairway as a continuous dynamic system. Theoretical and Applied Mechanics 2015 42(3), 151-166. DOI: 10.2298/TAM1503151M

1. Kostinakis K.G., Athanatopoulou A.M., Tsiggelis V.S., 2013. “Effectiveness of percentage combination rules for maximum response calculation within the context of linear time history analysis”, Engineering Structures, 56 (2013), 36-45.