论文部分内容阅读
本文探讨了小半径连续弯箱梁超静定桥梁结构剪应力的一些理论计算方法,并将荷载试验实测值与理论计算值进行了对比分析,揭示了此类桥梁的扭剪应力分布的一般规律,为今后此类桥梁结构计算模型的选取提供了参考价值。
In this paper, some theoretical methods for calculating the shear stress of ultra-static bridges with small radius and continuous curved box girders are discussed. The measured and theoretical values of load tests are contrasted and analyzed. The general rules of torsional shear stress distribution of such bridges are The future of such bridge structure calculation model selection provides a reference value.