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Triantafyllos K. Makarios ORCID

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  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 Februar 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 Oktober 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 (Februar 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 (Februar 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 (Juli 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 (Oktober 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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