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- W2388613565 abstract "The steel truss girder of Baling River Bridge is erected by deck cranes by the hinged step-by-step rigid connection method from the towers towards the midspan.At the stage of installation of the temporary hinges,the relative gradient of the girder blocks in front of and in rear of a hinge is rather great and there may exist the problems of difficulty,poor stability and even overturning risk when the cranes travel over the hinge.The whole process of the cranes traveling over the hinges and the parameter sensitivity of the opening amount at lower chords of the hinges are analyzed by the finite element software and the loading tests are made for the practical bridge,according to which the key control points and solution to the safe traveling of the cranes are proposed.The results of implementation of the proposal show that the control of the maximum gradient of the girder blocks within 5% and the variation of the opening amount at the lower chords within 150 mm at the time the cranes travel over the hinges can effectively ensure the smoothness of the girder blocks and the stability and safety of the cranes." @default.
- W2388613565 created "2016-06-24" @default.
- W2388613565 creator A5055592146 @default.
- W2388613565 date "2011-01-01" @default.
- W2388613565 modified "2023-09-25" @default.
- W2388613565 title "Monitoring and Control Technique for Deck Cranes Traveling over Hinges of Baling River Bridge" @default.
- W2388613565 hasPublicationYear "2011" @default.
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