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- W2353949394 abstract "Base on 1∶2 model loading-test results on pre-stressed concrete double-track integral box beam applied to tracks over 200 km·h~(-1), and theoretical computation with finite element method, the shear lag effect on the mechanical behavior of flat box beam is analyzed and discussed. According to the model test and theoretical (calculation) results, the paper gives the discount coefficient of the effective width after considering the shear lag of the box beam, and conversion coefficient of the vertical rigidity after considering the shear deformation." @default.
- W2353949394 created "2016-06-24" @default.
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- W2353949394 date "2004-01-01" @default.
- W2353949394 modified "2023-09-28" @default.
- W2353949394 title "Shear Lag Effect Test and Study of PC Wide Box Beam" @default.
- W2353949394 hasPublicationYear "2004" @default.
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