【摘要】 通过采用刚接板法、ANSYS实体模型分析方法得到的T梁横向分布系数与实测横向分布系数的比较,提出了横隔梁等刚度桥面板折减法。实桥荷载试验和模型试验表明,该法具有足够的精度,而且计算简便。更多还原

【Abstract】 According to comparing the transverse distribution coefficient of T beams calculated with the shear key deck method of rigid slab bridge,ANSYS analysis methods and loading test,a improved calculating method of transverse distribution coefficient of T beams is obtained.The accuracy of this method is both proved by loading test on a T beams bridge and model test.更多还原