Horizontal Force Analysis of Longitudinal Bridge Pier of Continuous Beam Bridge on Mountainous Expressway
This paper introduces the calculation method of the distribution of the horizontal force in the upper longitudinal direction of the prestressed concrete 40 m continuous T-beam on the lower bridge pier.Combined with the engineering practice and considering the pile-soil effect,the distribution and variation law of the automobile braking force,temperature influence and structural shrinkage and creep influence in the longitudinal direction of the bridge pier under different pier height differences and different pier sizes are analyzed.
prestressed concrete continuous T-beampile-soil effectlongitudinal horizontal force
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