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- W3198568981 abstract "In this paper, the best geometrical shapes of Persian brick masonry single-shell domes under uniform pressure have been obtained and then the failure concentrated load has been determined. Seven different cross-sectional shapes with three different spans were considered. Three-dimensional finite element analysis was performed with the assumption of non-linear behaviour for materials. The minimum ratio of the apex thickness to base thickness ( k ) for which the failure load to dome weight ratio was a maximum was taken as the index for the best shape. For uniform pressure, k = 0.2, k = 0.08 to 0.3, and k = 0.144 to 0.54 were the best ratios for semi-circular, pointed and four-centred domes, respectively. The failure load of domes with best shapes under concentrated loads was more than that of other shapes." @default.
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- W3198568981 date "2021-12-01" @default.
- W3198568981 modified "2023-09-24" @default.
- W3198568981 title "Performance of Persian brick masonry single-shell domes subjected to uniform pressure and concentrated load" @default.
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- W3198568981 doi "https://doi.org/10.1016/j.istruc.2021.08.100" @default.
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