Finite Element In-Depth Verification: Base Displacements of a Spherical Dome Loaded by Edge Forces and Moments

Authors: Vasiliki G. Terzi, Triantafyllos K. Makarios

Source: Modelling, Vol 5, Iss 1, Pp 37-54 (2023)

Subject Terms: finite element method, thin shell, spherical dome, verification, modelling assumptions, Engineering design, TA174

File Description: electronic resource

Relation: https://www.mdpi.com/2673-3951/5/1/3; https://doaj.org/toc/2673-3951

Access URL: https://doaj.org/article/a0c8be1a57234db88cf697fc418204cf

Identification of Damage in Planar Multistory Reinforced Concrete Frames Developing a Beam-Sway Plastic Mechanism Using the 'M and P' Technique

Authors: Triantafyllos K. Makarios, Athanasios P. Bakalis

Source: Buildings, Vol 13, Iss 9, p 2316 (2023)

Subject Terms: damage identification, instantaneous eigenfrequencies diagram, pushover capacity curve, seismic target displacement, beam-sway plastic mechanism, Building construction, TH1-9745

File Description: electronic resource

Relation: https://www.mdpi.com/2075-5309/13/9/2316; https://doaj.org/toc/2075-5309

Access URL: https://doaj.org/article/08ddaa53e89942c3a3be00d042aabd5a

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

Authors: Triantafyllos K. Makarios, Asimina Athanatopoulou

Source: Buildings, Vol 12, Iss 11, p 1804 (2022)

Subject Terms: center of stiffness, start point of open-section, principal axes of section, Vlasov torsion theory, sectorial coordinates, warping moment of inertia, Building construction, TH1-9745

File Description: electronic resource

Relation: https://www.mdpi.com/2075-5309/12/11/1804; https://doaj.org/toc/2075-5309

Access URL: https://doaj.org/article/e31f808f116e4020b95e52fe4f2ea21a

Integration Method for Response History Analysis of Single-Degree-of-Freedom Systems with Negative Stiffness

Authors: Nikoleta Chatzikonstantinou, Triantafyllos K. Makarios, Asimina Athanatopoulou

Source: Buildings, Vol 12, Iss 8, p 1214 (2022)

Subject Terms: equivalent negative potential energy, modified Newmark’s method, negative-stiffness system, negative stiffness, seismic isolation, Building construction, TH1-9745

File Description: electronic resource

Relation: https://www.mdpi.com/2075-5309/12/8/1214; https://doaj.org/toc/2075-5309

Access URL: https://doaj.org/article/7e3acf08b8be4fd08d1ea0f700cd28d5