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Table 9 Maximum vertical displacement of girder (mm)

From: Intelligent safety assessment method for demolition construction of closure segment of long-span continuous rigid frame bridges

Position

Measuring point

Theoretical calculation

Measured results

Error

Closure segment - small mileage side

LD1’-11

-112.1

-118.3

5.5%

Closure segment - small mileage side

LD2-11

-74.1

-75.3

1.6%