Advances in Civil Engineering / 2017 / Article / Tab 1

Research Article

Seismic Fragility Assessment of an Isolated Multipylon Cable-Stayed Bridge Using Shaking Table Tests

Table 1

Control scale factors for the designed bridge model.

ParameterLength, Acceleration, Elastic modulus, Displacement, Strain,

Dimensionmm/s2N/m2m/
Equation
Scale factor0.0520.30.051

ParameterStress,σDensity, ρMass, mArea, SStiffness, k

DimensionN/m2kg/m3kgm2N/m
Equation
Scale factor0.330.0003750.00250.015

ParameterTime, tBending moment, Force, Damping, Velocity,

DimensionsNmNNs/mm/s
Equation
Scale factor0.1580.00003750.000750.002370.316

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