Investigation of Traffic Loading Effects for Different Codes on Medium- and Small-Span Girder Bridges in China

<div>Comparison of the traffic loading effects of five-span continuous girder bridges without the dynamic load allowance: (a) <i>η</i><sub>C1</sub>; (b) <i>η</i><sub>C2</sub>; (c) <i>η</i><sub>C3</sub>.</div>

Advances in Civil Engineering

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Figure 12

Figure 12: Investigation of Traffic Loading Effects for Different Codes on Medium- and Small-Span Girder Bridges in China 