Prof. Triantafyllos Makarios

Department of Civil Engineering
Aristotle University of Thessaloniki, Greece

Email: makariostr@civil.auth.gr

Qualifications

1994  Ph.D., Civil Engineer, Aristotle University of Thessaloniki, Greece

1994  M.S., Civil Engineer, Aristotle University of Thessaloniki, Greece

1990  B.S., Civil Engineer, Aristotle University of Thessaloniki, Greece

Publications(Selected)

1. Makarios T. (2011), The equivalent non-linear single degree of freedom system of asymmetric multi-storey buildings in seismic static pushover analysis. CHAPTER of Book “Earthquake Research and Analysis / Book 4. Book edited by Prof. Abbas Moustafa, INTECH, ISBN 979-953-307-680-4 (in press)."
2. Makarios T. 2011. 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, (in press).
3. Makarios T. (2011), 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, (in press).
4. 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) and Stewart J. (University of California of Los Angeles). (2008), Preliminary Report on the Principal Seismological and Engineering Aspects of the Mw=6.5 Achaia-Ilia (Greece) Earthquake on 8 June 2008.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
5. Makarios T. (2009), 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) pp.729-763
6. Moschonas I., Kappos A., Panetsos P., Papadopoulos V., Makarios T. andThanopoulos P. (2008), Seismic fragility curves for Greek bridges: Methodology and case studies. Bulletin of Earthquake Engineering Journal: Volume 7, Issue2 (2009), Page 439.
7. Makarios T. (2008), 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.
8. Athanatopoulou A.M., Makarios T. and Anastassiadis K. (2006), Earthquake Analysis of Isotropic Asymmetric Multistorey Buildings. Journal of theStructural Design of Tall & Special Buildings, 15, 4, December, pp 417-443.
9. Makarios T., Athanatopoulou A.M. and Xenidis H. (2006), 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.
10. Makarios T. and Demosthenous M. (2006), Seismic Response of Traditional Buildings of Lefkas Island, Greece. Engineering Structures Journal, v.28, 2, January, pp.264-278.
11. 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. (2006), The Kythira (Greece) Earthquake of January 8, 2006: Preliminary Report on Strong Motion Data, Geotechnical and Structural Damage. EERI Learning from Earthquakes report.
12. Makarios T. (2005), 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.
13. Makarios T. (2005), 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.
14. Karakostas Ch., Lekidis V., Makarios T., Salonikios Th., Sous I. andDemosthenous M. (2005), Seismic response of structures and infrastructure facilities during the Lefkada, Greece Earthquake of 14/8/2003. Engineering Structures Journal, 27, pp.213-227.
15. Margaris B., Papaioannou Ch., Theodulidis N., Savaidis A., Anastasiadis A.,Klimis N., Makra K., Demosthenous M., Karakostas Ch., Lekidis V., MakariosT., Salonikios T., Sous I., Carydis P., Lekkas E., Lozios S., Skourtsos E. andDanamos G. (2003), Preliminary Observations on the August 14, 2003,Lefkada Island (Western Greece) Earthquake. EERI Journal, Special Earthquake Report–November 2003, pp1-12.
16. Makarios T. and Anastassiadis K. (1998), Real and Fictitious Elastic Axis of Multi-Storey Buildings: Applications. The Structural Design of Tall Buildings, Vol. 7, Number 1, pp 57-71.
17. Makarios T. and Anastassiadis K. (1998), Real and Fictitious Elastic Axis of Multi-Storey Buildings: Theory. The Structural Design of Tall Buildings, Vol. 7, Number 1, pp 33-55.
18. Anastassiadis K., Athanatopoulou A., and Makarios T. (1998), 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.
19. Makarios T. and Anastassiadis K. (1995), 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.