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In this example, the possible maximum dynamic amplification factor obtained has been 3.24.
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A theoretical study of the possible maximum values that the dynamic amplification factor can reach has been carried out, establishing the relation between this factor and the strain energy of the system under the load statically applied.
It is found that although [30/−60/−60/30] lamination shows the highest maximum vertical deflection but [−45/45/45/−45] lamination has the highest value of the dynamic amplification factor.
The Dynamic Amplification Factor for the design of transrapid guideway has been provided in German guideline [26] up to maximum speed of 142.75 m/s as reported by Ren et al. [3].
Maximum dynamic strain.
The results are presented as dynamic amplification factors (DAF).
In this study, dynamic amplification factor (DAF) was used to consider the dynamic effect of crash.
The effect of the profile irregularities on the bridge dynamic amplification is characterized with a 'response surface' giving dynamic amplification due to a 'unit ramp' at any location.
The dynamic amplification factor for different stacking orders and mass velocities is less than 1.25.
The dynamic amplification factor (DAF) and dynamic load coefficient (DLC) depend on the road surface roughness condition.
Conclusions drawn from the study can be helpful in the assessment of dynamic amplification and load rating in CSP culverts.
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