Abstract:Ramp bridges for many urban overpasses are located on road section with smaller curve radius. Due to the different actions of outer load on the inner and outer sides of curve - uneven reaction, it is required to solve the problems of uneven reaction in the construction operation of bridge on the curve radius. Based on the background of S1 Ramp Bridge for an urban overpass, the methods and effects in the design and calculation of this bridge including the forced displacement and reaction adjustment are expounded. Through the comparison of whether or not to apply the forced displacement and applying the different numerical forced displacements, the reaction at the pier top in the curve section is analyzed to obtain its law so as to select the reasonable forced displacement value and determine the applying method and the relevant measures taken in the construction process. After the test of construction field, the trend of inside and outside reactions of S100#~S102# Ramp Bridges is in accordance with the law. The stress is improved.