Search Results - "Makarios, Triantafyllos"

Seismic enforced-displacement pushover procedure on multistorey R/C buildings by Bakalis, Athanasios P., Makarios, Triantafyllos K.

“…•Displacement-Based pushover on multi-storey r/c buildings with enforced-displacements.•Capable near collapse principal reference system of multi-storey…”
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Seismic Assessment of Asymmetric Single-Story RC Buildings by Modified Pushover Analysis Using the "Capable Near Collapse Centre of Stiffness": Validation of the Method by Bakalis, Athanasios P., Makarios, Triantafyllos K.

“…A modification procedure on the standard pushover analysis for single-story asymmetric RC buildings, based on the "Capable Near Collapse Principal Reference…”
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Seismic Damage Assessment of Existing Planar Steel X- or V-Braced Frames Using the Hybrid “M and P” Technique by Makarios, Triantafyllos, Bakalis, Athanasios, Efthymiou, Evangelos

“…The effectiveness of a hybrid technique for identifying seismic damage in planar, multistory, steel X- or V-braced frames is demonstrated here through an…”
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Identification of Damage in Planar Multistory Reinforced Concrete Frames Developing a Beam-Sway Plastic Mechanism Using the “M and P” Technique by Makarios, Triantafyllos K., Bakalis, Athanasios P.

“…The effectiveness of a recently proposed methodology for the identification of damage in planar, multistory, reinforced concrete (RC) moment frames, which…”
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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 by Makarios, Triantafyllos K., Athanatopoulou, Asimina

“…The present paper deals with the exact calculation of the Principal Elastic Reference System of R/C Cores, which have thin-walled open section. A new modified…”
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Finite Element In-Depth Verification: Base Displacements of a Spherical Dome Loaded by Edge Forces and Moments by Terzi, Vasiliki G., Makarios, Triantafyllos K.

“…Nowadays, engineers possess a wealth of numerical packages in order to design civil engineering structures. The finite element method offers a variety of…”
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Dynamic eccentricities and the “capable near collapse centre of stiffness” of reinforced concrete single-storey buildings in pushover analysis by Bakalis, Athanasios P., Makarios, Triantafyllos K.

“…•Definition of the capable near collapse centre of stiffness of a single-storey building.•Definition of the capable near collapse principal axes of a…”
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Integration Method for Response History Analysis of Single-Degree-of-Freedom Systems with Negative Stiffness by Chatzikonstantinou, Nikoleta, Makarios, Triantafyllos K., Athanatopoulou, Asimina

“…The present article deals with the mathematical investigation of a negative-stiffness ideal system that can be used in seismic isolation of civil engineering…”
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The “M and P” Technique for Damage Identification in Reinforced Concrete Bridges by Bakalis, Athanasios, Makarios, Triantafyllos, Lekidis, Vassilis

“…The seismic damage in reinforced concrete bridges is identified in this study using the “M and P” hybrid technique initially developed for planar frames, where…”
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Inelastic Dynamic Eccentricities in Pushover Analysis Procedure of Multi-Story RC Buildings by Bakalis, Athanasios, Makarios, Triantafyllos, Athanatopoulou, Asimina

“…A documented pushover procedure on asymmetric, single-story, reinforced concrete (RC) buildings using inelastic dynamic eccentricities is extending in this…”
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Peak Ground Acceleration Functions of Mean Return Period for Known Reliability Index of Hellenic Design Earthquakes by Makarios, Triantafyllos K.

“…In order to design a structure according to Eurocode EN 1990, a uniform "reliability index" must be defined for all design parameters (strengths, loadings,…”
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On the Torsional–Translational Response of Wind Turbine Structures by Makarios, Triantafyllos K., Efthymiou, Evangelos, Baniotopoulos, Charalampos C.

“…In the present paper, the torsional–translational response of a prototype wind turbine tower considered as an irregular structure is studied. As a matter of…”
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Evaluating the effective spectral seismic amplification factor on a probabilistic basis by Makarios, Triantafyllos K.

“…All contemporary seismic Codes have adopted smooth design acceleration response spectra, which have derived by statistical analysis of many elastic response…”
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Wind energy structures: modal analysis by the continuous model approach by Makarios, Triantafyllos K, Baniotopoulos, Charalambos C

“…In the present paper the continuous model method is applied to the prototype of a wind turbine tower in order to perform its modal structural analysis. This…”
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Equivalent non-linear single-degree-of-freedom system of spatial asymmetric multi-storey buildings in pushover procedure: theory and applications by Makarios, Triantafyllos K.

“…In the present paper, the issue of the approximate definition of a new equivalent non‐linear single‐degree‐of‐freedom (NLSDF) system on spatial asymmetric…”
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Evaluating the effective spectral seismic amplification factor on a probabilistic basis by Makarios, Triantafyllos K

“…All contemporary seismic Codes have adopted smooth design acceleration response spectra, which have derived by statistical analysis of many elastic response…”
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Mode shape identification of an existing three-story flexible steel stairway as a continuous dynamic system by Manolis, George, Makarios, Triantafyllos, Terzi, Vasiliki, Karetsou, Ioanna

“…The issue of modal shape identification for a flexible steel stairway located within the building complex comprising the Civil Engineering department of…”
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Optimum definition of equivalent non-linear SDF system in pushover procedure of multistory r/c frames by Makarios, Triantafyllos K.

“…In the present paper, the optimum definition of an equivalent non-linear single-degree-of-freedom (SDF) system, which substitutes for a multistory plane…”
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Optimum torsion axis to multistorey buildings by using the continuous model of the structure by Makarios, Triantafyllos K.

“…The present article pertains to the definition and properties of the optimum torsion axis of flexural‐shear multistorey systems, employing the continuous model…”
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The "IM/I and IP/I" Technique for Damage Identification in Reinforced Concrete Bridges by Bakalis, Athanasios, Makarios, Triantafyllos, Lekidis, Vassilis

“…The seismic damage in reinforced concrete bridges is identified in this study using the “M and P” hybrid technique initially developed for planar frames, where…”
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