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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… Click to show full 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 ...
Keywords:
masonry vaults;
funicular analysis;
analysis ribbed;
ribbed masonry
Journal Title: International Journal of Architectural Heritage
Year Published: 2021
Link to full text (if available)
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Journal Title: International Journal of Architectural Heritage
Year Published: 2021
Link to full text (if available)
Share on Social Media: Sign Up to like & get
recommendations!