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- W2348420213 abstract "The excessive amount of creeping camber of a simplysupported prestressed concrete(PC) plate girder bridge will not only have adverse influence on the operational performance of the bridge structure,but also the influence on the riding comfort of traveling vehicle.In this paper,the vehicle model on a scale of 1/4 and the half-sine curve are used to simulate the longitudinal curve of the plate girder bridge deck with creeping camber and the mathematical relations between the vehicle vertical vibration response and creeping camber,span length and vehicle traveling speed of the bridge are derived.By the measurement data of an expressway PC plate girder bridge in Chongqing with span arrangement 7×25 m,the influence of the creeping camber on the vehicle vibration response and on the riding comfort is analyzed and the control values of the camber based on the highway designed vehicle traveling speed are put forward as well." @default.
- W2348420213 created "2016-06-24" @default.
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- W2348420213 date "2007-01-01" @default.
- W2348420213 modified "2023-09-26" @default.
- W2348420213 title "Analysis of Influence of Creeping Camber of PC Plate Girder Bridge on Riding Comfort of High-Speed Traveling Vehicle" @default.
- W2348420213 hasPublicationYear "2007" @default.
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