Abstract
Design, description and experience with 45 years old cable-stayed SNP Bridge over the river Danube in Bratislava, Slovak Republic. Imperfection measurements, inspections, calculation of rating factors and evaluation of load-carrying capacities, proposal for exception, strengthening and its influence. Local and global buckling combined with shear lag effects. Influence of torsion at box girders. Development of cable-stayed bridges and position of the SNP Bridge in the world rankings of the large span cable-stayed bridges after 45 years from it opening.
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