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- W3141538724 abstract "The externally prestressed steel-box girder bridge is a novel structure,it has the advantage of lightness,less height and fast construction speed,the structure has a very bright application prospect in the future.The seismic effect of this kind of bridge is analyzed with the finite element method in combination of engineering practices.The dynamic characteristics,dynamic response under the action of E1 and E2 is calculated.The results of first twenty natural frequencies,mode of vibration,internal force and deflection under the action of seismic are listed and discussed.The results indicate that the externally prestressed steel-box girder bridge has a good seismic performance." @default.
- W3141538724 created "2021-04-13" @default.
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- W3141538724 date "2012-01-01" @default.
- W3141538724 modified "2023-09-24" @default.
- W3141538724 title "Seismic Effect Analysis of Externally Prestressed Steel-Box Girder Bridge" @default.
- W3141538724 hasPublicationYear "2012" @default.
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