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Development of Live Load Distribution Factor Equation for Concrete Multicell Box-Girder Bridges under Vehicle Loading

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Figure

Table 1 Geometry of the bridges used in the parametric study (unit: m).
Fig. 1 Definitions of cross sectional symbols and idealized girders for MCB bridges.
Fig. 2 Finite element model of a typical three-boxes bridge with L = 30 m.
Fig. 4 First mode shapes from the experiment and numerical studies.
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