高桩码头板梁式上部结构的一种简化计算方法

A Simplified Calculation Method of Upper Beam and Slab Structures of Long Piled Wharfs

以武汉红钢城码头整体模型试验资料为依据,在用平面简化计算法及空间有限元等法进行计算的基础上,从调整支座弹性系数及梁板受力按刚度分配方面考虑,提出一种既考虑码头上部结构空间受力性质,又能沿用弹性支座连续梁计算方法的一种简化计算法—刚度比率法.

Based on the experimental data from the integral model of Honggang then Wharf in Wuhan and the results calculated with simplified plane calculation method and spatial finite element method and considering the adjustment of the elasticity coefficient of supports and the distribution of the forces on the beam and slab according to rigidity, this paper puts forward a simplified calculation methodrigidity ratio method, which takes the property of the spatial forces on upper structures of the wharf into consideration while ensuring the continuous use of the calculation method for the continuous beam with elastic supports.