Prof. Triantafyllos Makarios

Department of Civil Engineering
Aristotle University of Thessaloniki, Greece

Email: [email protected]

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. K., Bakalis, A. P., Ntaliakouras, I., & Karayannis, C. G. (2025). The hybrid “M and P” technique for seismic damage identification in planar dual reinforced concrete frames. Soil Dynamics and Earthquake Engineering, 194, 109344.
2. Makarios, T., Bakalis, A., & Efthymiou, E. (2024). Seismic Damage Assessment of Existing Planar Steel X-or V-Braced Frames Using the Hybrid “M and P” Technique. Applied Sciences, 14(19), 8638.
3. Bakalis, A., Makarios, T., & Lekidis, V. (2024). The “M and P” Technique for Damage Identification in Reinforced Concrete Bridges. Infrastructures, 9(2), 18.
4. Makarios, T. K., & 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, 13(9), 2316.
5. Makarios, T. K. (2023). Equivalent torsional-warping stiffness of cores with thin-walled open cross-section using the Vlasov torsion theory. Am. J. Eng. App. Sci, 16, 44-55.
6. Makarios, T. K. (2023). Damage Identification in plane multi-storey reinforced concrete frame. The Open Construction & Building Technology Journal, 17(1).
7. Bakalis, A. P., & Makarios, T. K. (2022). 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, 26(2), 980-1009.
8. Bakalis, A. P., & Makarios, T. K. (2021). Seismic enforced-displacement pushover procedure on multistorey R/C buildings. Engineering Structures, 229, 111631.
9. Makarios, T. K., & Bakalis, A. P. (2022). Seismic enforced displacement-based pushover analysis on irregular in-plan R/C multi-storey buildings. In Seismic Behaviour and Design of Irregular and Complex Civil Structures IV (pp. 37-47). Cham: Springer International Publishing.
10. Dragos, K., Makarios, T., Karetsou, I., Manolis, G. D., & Smarsly, K. (2020). Detection and correction of synchronization-induced errors in operational modal analysis. Archive of applied mechanics, 90, 1547-1567.
11. Makarios, T. K. (2020). Identification of eigen-frequencies and mode-shapes of beams with continuous distribution of mass and elasticity and for various conditions at supports. In Number Theory and Its Applications. IntechOpen.
12. Makarios, T., & Bakalis, A. P. (2019). New seismic pushover procedures using either floor enforced-displacements or inelastic dynamic eccentricities on irregular single-storey R/C buildings. Computational Engineering and Physical Modeling, 2(4), 1-23.
13. Bakalis, A. P., & Makarios, T. K. (2018). Dynamic eccentricities and the “capable near collapse centre of stiffness” of reinforced concrete single-storey buildings in pushover analysis. Engineering Structures, 166, 62-78.
14. Makarios, T., & Bakalis, A. (2018, June). Pushover analysis using suitable dynamic eccentricities on asymmetric single-storey buildings. In Proc. 16th Eur. Conf. Earthq. Eng. Thessaloniki, Greece.
15. Bakalis, A. P., & Makarios, T. K. (2020). Dynamic eccentricities in pushover analysis of asymmetric single-storey buildings. Seismic Behaviour and Design of Irregular and Complex Civil Structures III, 307-320.
16. Makarios, T. K., Efthymiou, E., & Baniotopoulos, C. C. (2016). On the torsional–translational response of wind turbine structures. Arabian Journal for Science and Engineering, 41, 1241-1249.
17. Georgoussis, G., Tsompanos, A., & Makarios, T. (2015). Approximate seismic analysis of multi-story buildings with mass and stiffness irregularities. Procedia engineering, 125, 959-966.
18. Makarios, T., & Baniotopoulos, C. C. (2015). Modal analysis of wind turbine tower via its continuous model with partially fixed foundation. International Journal of Innovative Research in Advanced Engineering, 2(1), 14-25.

Profile Details

WoS ResearcherID: N-5678-2015

https://orcid.org/0000-0001-5936-2880

https://scholar.google.com.hk/citations?hl=zh-CN&user=W4jimsQAAAAJ

https://www.researchgate.net/profile/Triantafyllos-Makarios