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- W2358123521 abstract "Based on a cable-stayed bridge with single pylon,dynamic property of a new type of pylon with wale and wind cable in free-standing state is calculated via ANSYS software,and key effective factors of dynamic property are analyzed.The research results show that wale and wind cable raise bending frequency in transverse direction and torsional frequency,but reduce bending frequency in longitudinal direction slightly.In the finite element model,whether the wind cable is segmented or not does not have effect on low-order modes and frequencies of the pylon,but has effect on high-order modes and frequencies.Frequencies of the pylon are not sensitive to the initial stress of wind cable.As for the frequencies of wind cable,they are very sensitive to the initial stress of wind cable,because they increase with the increasing of the initial stress of wind cable,but the more the initial stress of wind cable is,the more slowly they increase." @default.
- W2358123521 created "2016-06-24" @default.
- W2358123521 creator A5079493144 @default.
- W2358123521 date "2009-01-01" @default.
- W2358123521 modified "2023-09-23" @default.
- W2358123521 title "Analysis of dynamic property of a new type pylon in free-standing state" @default.
- W2358123521 hasPublicationYear "2009" @default.
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