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Analysis and prevention of suspension bridge flutter in construction |
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| Authors: | F Brancaleoni D M Brotton |
| Abstract: | It is known that the maximum danger of flutter-type aerodynamic instability for suspension bridges occurs during the early erection phases of the deck. The effectiveness of two different provisional measures for increasing the instability critical windspeed in such conditions is evaluated for a long span suspension bridge with flat box stiffening girder. |
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