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- Dynamic Analysis of the Hungerford Bridge Millennium Project
- The two multi-span main footbridges are 320m long and 4.7m wide. They comprise pre-stressed concrete edge beams connected by a structural slab and down stand ribs. The decks are suspended using arrays of cable stay rods from inclined steel pylons. Steel cable backstays hold the 25m high pylons at the...
- Case studies
- Cable Stay Bridge for the Dee River Crossing
- Much of the structural analysis work for the new Deeside road link and river crossing in North Wales carrying the A548 Shotton to Connah's Quay by-pass was conducted by UK-based Gifford and Partners using LUSAS Bridge. Pont Sir Y Fflint is believed to be the largest asymmetric cable stayed bridge...
- Case studies
- Raising the Roof of the Chunju/Jeonju Sports Stadium
- Tony Gee & Partners were retained by steelwork fabricator/erector Hanmaek Heavy Industries Co Ltd to provide a full erection analysis of the 260m x 160m roof structure of the 42,000 seat Chunju/Jeonju sports stadium. TGP chose to use LUSAS Civil & Structural analysis to help model the construction process and...
- Case studies
- Cable Stayed Mast Structures
- LUSAS Civil & Structural analysis software can be used to analyze a wide variety of cable stayed structures such as masts, towers, and cable stayed roofs. LUSAS has advanced cable elements that can be pre-stressed, carry no bending load, and exhibit catenary properties to allow accurate analysis of both self-weight...
- Case studies
Additional Resources
- Raising the roof on the place. (Stress and Structures).(Jeonju sports stadium)(Brief Article)
- The 42,000-seat Jeonju sports stadium is one of 11 new stadiums being built in Korea for the 2002 football World Cup. The stadium's 260 x 160-m steel roof is comprised of a perimeter truss supported on Ashaped columns to the rear of the grandstand, and an inner-ring...
- Articles 2002-03-21
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