Concert Hall - The Bridgewater Hall - Manchester/UK
The Bridgewater Hall Manchester / UK
| Project The Bridgewater Hall Manchester / UK |
Design load Design load |
| Building Concert hall, 2400 seats |
Arrangement of spring elements Base isolation system on columns Founded on deep pad footings |
| Structure Reinforced concrete building, Long span steel and concrete truss roof |
Vibration Control effect 85-90% |
| Noise and vibration source Light railway system |
Completion 1996 |
| Base isolation system Fully-prestressable GERB spring elements, Type GP Vertical system natural frequency: 3,5 Hz |
Client City of Manchester |