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Published in 2021 at "International Journal of Architectural Heritage"
DOI: 10.1080/15583058.2021.1910879
Abstract: A numerical method is implemented to cope with the funicular analysis of ribbed masonry vaults under self-weight. A two-layer spatial network with given plan geometry is adopted to account for the ...
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Keywords:
masonry vaults;
funicular analysis;
analysis ribbed;
ribbed masonry ... See more keywords