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- W2354640252 abstract "In the light of the sustained defection deterioration commonly existing in the long span prestressed concrete(PC) girder bridges constructed by the segmental cantilever casting method,the concept of the completion based on the load effect balancing principle and the corresponding design method for arrangement of prestressing are proposed.By way of the rational arrangement of the longitudinal prestressing,the different actions of various effect will be balanced to an appropriate degree and the bridges will be kept in the rational completion status(bending status,stress status and flexure status) so that the middle and long term deflection of the bridges can be inhibited.In addition,the design strategy of controlling the maximum compressive stress level and the mixed arrangement of the internal and external prestressing is also put forward.With reference to the discussions on the mechanism of the sustained deflection,the completion concept as provided herewith is justified as a practical design method that can effectively inhibit the sustained defection of the bridges." @default.
- W2354640252 created "2016-06-24" @default.
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- W2354640252 date "2010-01-01" @default.
- W2354640252 modified "2023-09-24" @default.
- W2354640252 title "Design Method for Rational Completion Status of Long Span PC Girder Bridges" @default.
- W2354640252 hasPublicationYear "2010" @default.
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