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AASHTO GSCBS
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AASHTO GSCBS 1st Edition, January 1, 1989 AASHTO Guide Specifications Thermal Effects in Concrete Bridge Superstructures
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Description / Abstract:
PURPOSE OF THE GUIDELINES
These design guidelines include provisions for considering the effects of temperature on reinforced and prestressed concrete bridge superstructures. Temperature effects result from time-dependent fluctuations in the effective bridge temperature or from temperature differentials within the bridge superstructure. All concrete bridges should be designed for temperature effects resulting from time-dependent fluctuations in the effective bridge temperature. For serviceability considerations, prestressed concrete bridges should also be designed for the effects of temperature differentials within the bridge superstructure.
These design guidelines include provisions for considering the effects of temperature on reinforced and prestressed concrete bridge superstructures. Temperature effects result from time-dependent fluctuations in the effective bridge temperature or from temperature differentials within the bridge superstructure. All concrete bridges should be designed for temperature effects resulting from time-dependent fluctuations in the effective bridge temperature. For serviceability considerations, prestressed concrete bridges should also be designed for the effects of temperature differentials within the bridge superstructure.