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- W2362977980 abstract "Uncertainty analysis method of the time-dependent effect for long-span prestressed concrete(PC) box girder was introduced.Latin hypercube sampling(LHS) method was adopted to improve sampling precision and decrease sampling number in numerical simulation.The time-dependent deformation at mid-span due to concrete creep and shrinkage was analyzed,and the confidence interval of the deformation at mid-span was provided,considering modeling uncertainties and random properties of influencing factors.Moreover,the efficiencies of different arrangement schemes of spare tendons were compared,and the determination of spare tendons was performed according to the differences between the lower limit of the confidence interval of the deformation and the certain value of that.The results show that external tendons and curved tendons are more effective on improving long-term deflection." @default.
- W2362977980 created "2016-06-24" @default.
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- W2362977980 date "2010-01-01" @default.
- W2362977980 modified "2023-09-22" @default.
- W2362977980 title "Design of Late Spare Tendon for Long-span PC Box Girder Bridge Based on Uncertainty Analysis" @default.
- W2362977980 hasPublicationYear "2010" @default.
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