Case Study

Greenside Place Link Bridge

Greenside Place Link Bridge

Pages 5 Pages

Greenside Place Link Bridge tubular steel lattice footbridge nonlinear buckling analysis natural frequency check Greenside Place Link Bridge is an unusual S-shaped, helical steel lattice structure that spans 50m across Leith Street in Edinburgh, Scotland. Buro Happold Consulting Engineers used LUSAS Bridge to carry out a static analysis, a nonlinear buckling analysis, and a natural frequency check of this innovative structure for its client Coal Pension Properties (c/o La Salle Investment Management) Overview Greenside Place Link Bridge replaces a previous link bridge across Leith Street and connects the St. James Centre to the Nottingham Place Terminal of the Greenside Place underground car park. It is a free standing structure of curved steeltubes of 139.7 x 10 Circular Hollow Sections

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