The results of theoretical study of the levels of stresses in precast-monolithic bridge spans with and without consideration of stages of their work are presented. A significant influence on difference of the deformations taking into account the work stages of the precast-monolithic bridge spans for spans exceeding 12 m is determined.
Tensions in monolithic reinforced concrete bridge superstructures taking into account the stages of work.
2011
Article (Journal)
Electronic Resource
Unknown
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