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- W2378889347 abstract "Added internal forces appear in the upper structure of a widened bridge due to differential settlement of bridge bearings associated with new and old box girders.A simplified mechanical model is proposed to analyze the influence of differential settlement in this situation.The Newmark numerical method is used to predict additional internal forces from the differential settlement.A parametric analysis of the main factors using the Newmark method is also presented.The method may be used to estimate a permissible differential settlement,that is based upon these additional internal forces in the upper structure.An example is presented that shows a differential settlement less than 10 millimeters will guarantee the integral performance of new and old box girders in a bridge." @default.
- W2378889347 created "2016-06-24" @default.
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- W2378889347 date "2011-01-01" @default.
- W2378889347 modified "2023-09-26" @default.
- W2378889347 title "Study of additional forces induced by differential settlement of widened box girder bridges" @default.
- W2378889347 hasPublicationYear "2011" @default.
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