原文传递 Temperature Effects on Skewed and Curved Slab-Girder Bridges; Final rept. Nov 92-1994.7
题名: Temperature Effects on Skewed and Curved Slab-Girder Bridges; Final rept. Nov 92-1994.7
作者: Croft, R. C.; Dolan, C. W.; Puckett, J. A.
关键词: Temperature effects; Bridge maintenance; Deformation; Expansion joints; Thermal degradation; Thermal stresses; Bridge design; Specifications; Finite element method; Thermal analysis; Case studies; Structural analysis; Structural design; Loads(Forces)
摘要: The goal of this research was to address the important behavioral aspects and design tools to guide the designer in the prediction of temperature-induced deformations and forces in bridge structures. Three objectives included: (1) obtaining field measurements to determine actual deformations, (2) comparing these results to analytically obtained results, and (3) developing simplified design procedures and recommendations for prediction of temperature-induced translations.
总页数: 224p
报告类型: 科技报告
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