For the Oresund link project two alternative tender designs were proposed,
one single-level box girder solution and a double-level truss girder soluti
on. Aerodynamic investigations, comprising wind tunnel section model tests
as well as full-scale predictions, were carried out for the cable-stayed pa
rt of the two design alternatives. The section model tests covered static a
nd dynamic tests for various configurations of bridge deck equipment, aimin
g at the detection of possible instabilities or vortex shedding effects and
recording of the buffeting response. Cross-sectional admittance functions
and aerodynamic derivatives have been estimated, and employed for full-scal
e predictions of dynamic displacements at a chosen value of the characteris
tic mean wind speed. (C) 1999 Elsevier Science Ltd. All rights reserved.