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- W2369439663 abstract "Some formulae for a three-span continuous beam-arch through bridge subjected to a uniformly distributed load were developed to calculate the load sharing ratio of arch,mid-span deflections of beam and arch.For a series of bridges with various structural parameters,the results obtained by the established bridge models and the derived formulae are generally in accordance with those by finite element analysis(FEA).To minimize the discrepancy between the results of the current approach and FEA,one modification factor was employed to improve the accuracy of the proposed formulae.The relative calculation error of the modified formulae is normally less than 3% for load sharing ratio of arch,10% for mid-span deflection of beam and 20% for mid-span deflection of arch.Finally,a parametric study was conducted to investigate the influences of various structural parameters on the load sharing ratio between the arch and the beam.The modified formulae and the parametric analytic result will provide a useful guidance in the preliminary design of the bridges with similar structural styles." @default.
- W2369439663 created "2016-06-24" @default.
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- W2369439663 date "2011-01-01" @default.
- W2369439663 modified "2023-09-23" @default.
- W2369439663 title "A Practical Computational Method for Three-span Continuous Beam-arch Through Bridge" @default.
- W2369439663 hasPublicationYear "2011" @default.
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