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This paper investigates wind loading effects on catenary vault structures, which are increasingly used as an efficient alternative to traditional circular vaults. A series of wind-tunnel tests were conducted to assess how variations in vault geometry and wind orientation affect pressure distributions, with a focus on the applicability of existing design data from circular vaults. The study aims to clarify the need for specific design coefficients for catenary vaults to ensure safety and structural integrity

Author

Andre Newinski

Language

EN