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Triantafyllos K. Makarios ORCID

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Makarios, Triantafyllos K. / Bakalis, Athanasios P. (2023): Identification of Damage in Planar Multistory Reinforced Concrete Frames Developing a Beam-Sway Plastic Mechanism Using the “M and P” Technique. In: Buildings, v. 13, n. 9 (23 August 2023).

    https://doi.org/10.3390/buildings13092316

  2. Makarios, Triantafyllos K. (2023): Damage Identification in Plane Multi-storey Reinforced Concrete Frame. In: The Open Construction and Building Technology Journal, v. 17, n. 1 (2 February 2023).

    https://doi.org/10.2174/18748368-v17-230223-2022-18

  3. Makarios, Triantafyllos K. / Athanatopoulou, Asimina (2022): Center 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. In: Buildings, v. 12, n. 11 (27 October 2022).

    https://doi.org/10.3390/buildings12111804

  4. Makarios, Triantafyllos K. (2012): Evaluating the effective spectral seismic amplification factor on a probabilistic basis. In: Structural Engineering and Mechanics, v. 42, n. 1 (April 2012).

    https://doi.org/10.12989/sem.2012.42.1.121

  5. Bakalis, Athanasios P. / Makarios, Triantafyllos K. (2021): Seismic enforced-displacement pushover procedure on multistorey R/C buildings. In: Engineering Structures, v. 229 (February 2021).

    https://doi.org/10.1016/j.engstruct.2020.111631

  6. Bakalis, Athanasios P. / Makarios, Triantafyllos K. (2020): Seismic Assessment of Asymmetric Single-Story RC Buildings by Modified Pushover Analysis Using the "Capable Near Collapse Centre of Stiffness": Validation of the Method. In: Journal of Earthquake Engineering, v. 26, n. 2 (February 2020).

    https://doi.org/10.1080/13632469.2019.1698477

  7. Makarios, Triantafyllos K. (2012): Peak Ground Acceleration Functions of Mean Return Period for Known Reliability Index of Hellenic Design Earthquakes. In: Journal of Earthquake Engineering, v. 17, n. 1 ( 2012).

    https://doi.org/10.1080/13632469.2012.690550

  8. Makarios, Triantafyllos K. (2005): Optimum definition of equivalent non-linear SDF system in pushover procedure of multistory r/c frames. In: Engineering Structures, v. 27, n. 5 (April 2005).

    https://doi.org/10.1016/j.engstruct.2005.01.005

  9. Bakalis, Athanasios P. / Makarios, Triantafyllos K. (2018): Dynamic eccentricities and the "capable near collapse centre of stiffness" of reinforced concrete single-storey buildings in pushover analysis. In: Engineering Structures, v. 166 (July 2018).

    https://doi.org/10.1016/j.engstruct.2018.03.056

  10. Makarios, Triantafyllos K. (2012): Seismic nonlinear static new method of spatial asymmetric multi-storey reinforced concrete buildings. In: The Structural Design of Tall and Special Buildings, v. 21, n. 11 (November 2012).

    https://doi.org/10.1002/tal.640

  11. Makarios, Triantafyllos K. (2012): Identification of the mode shapes of spatial tall multi-storey buildings due to earthquakes: the new 'modal time-histories' method. In: The Structural Design of Tall and Special Buildings, v. 21, n. 9 (October 2012).

    https://doi.org/10.1002/tal.630

  12. Makarios, Triantafyllos K. (2009): Equivalent non-linear single-degree-of-freedom system of spatial asymmetric multi-storey buildings in pushover procedure: theory and applications. In: The Structural Design of Tall and Special Buildings, v. 18, n. 7 (November 2009).

    https://doi.org/10.1002/tal.459

  13. Makarios, Triantafyllos K. (2005): Optimum torsion axis to multistorey buildings by using the continuous model of the structure. In: The Structural Design of Tall and Special Buildings, v. 14, n. 1 ( 2005).

    https://doi.org/10.1002/tal.262

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