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Form-Finding Analysis on the Rail Cable Shifting System of the Long Span Suspension Bridges

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Figure

Figure 1.  Mechanical analytical model of RCS system under the non-loading condition
Figure 3. Discretization diagram for two-node straight pole element of the rail cable
Figure 4. The global model of the Aizhai suspension bridge (unit: mm).
Table 2 Effects of the working condition of rail cable tensioning on the force of main cable

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