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Wind engineering aspects of the Forth Replacement Crossing, a 4-span cable-stayed bridge with main spans of 650 m. Wind actions of two 322 m long cantilevered bridge decks and significance of neighboring bridge decks during construction stage. Wind tunnel tests for determination of structural vibrations and wind loads were carried out. Wind buffeting and flutter were part of the structural vibrations investigated. Theoretical calculations and interpretations of wind tunnel results were carried out. Client: Rambøll