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- W2370155477 abstract "The stiffness and stability of a high speed railway cable stayed bridge with hybrid prestressed concrete box girder stiffed by steel truss are discussed. Comparing to the bridge with a same PC girder without steel truss, the ratio of the maximum deflection of a cable stayed bridge with a 488 m span under high|speed railway load and the span is reduced from 1/426 to 1/777, the minimum safety coefficient of elastic stability is 11.9. The hybrid girder increases the stiffness and stability of a cable stayed bridge, the structure is reasonable for large span cable stayed bridge with railway and highway." @default.
- W2370155477 created "2016-06-24" @default.
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- W2370155477 date "2002-01-01" @default.
- W2370155477 modified "2023-09-28" @default.
- W2370155477 title "Stiffness and Stability Analysis of a Cable-stayed Bridge with Hybrid PC-box Girder Stiffed by Steel Truss" @default.
- W2370155477 hasPublicationYear "2002" @default.
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