Temperature Gradient and Its Effect on Long-Span Prestressed Concrete Box Girder Bridge

<div>The predicted vertical temperature distributions along the depth of the girder at the six cross-sections on August 3, 2010, when the vertical temperature differences reached a maximum value.</div>

Advances in Civil Engineering

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Figure 15

Figure 15: Temperature Gradient and Its Effect on Long-Span Prestressed Concrete Box Girder Bridge 