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- W4200367048 abstract "AbstractThe present papers explores the response of a rare monument situated on Mount Athos under several loading combinations. The structure comprises of two connected blocks; a two-storey masonry building which served as a workmen’s house and a single-storey rectangular masonry block, which served as an ox stable. The masonry rectangular building is founded on a rock with masonry pillar footings of different height. Therefore, the elevation irregularity and the different elevations of the footings of the structure presents an additional challenge for the structural analysis. A brief architectural analysis of the building is presented, as well as a structural analysis with a finite element (FE) model of the structure. Performing seismic analysis, lateral force and response spectrum analysis, stresses and deformations at critical points of the structure were calculated. Maximum normal and shear stresses were compared with the stress capacity of the masonry. The latter was calculated according to the Eurocode 6 and empirical formulas. It was concluded that simplifying structural checks can be adequate for preliminary analysis since in that state time does not allow for a full FE analysis of the entire shell, although local failure mechanisms will be the subject of future research of the team.KeywordsIrregular masonry monumentFinite element analysis" @default.
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- W4200367048 date "2021-12-04" @default.
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- W4200367048 title "Restoration and Structural Analysis of an Irregular Byzantine Monument – A Discussion on a Simplifying Analysis Procedure" @default.
- W4200367048 doi "https://doi.org/10.1007/978-3-030-90788-4_34" @default.
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