介绍三种基于弹性地基梁的假定并分析各自的优缺点,给出了郭氏表法的计算水闸底板内力的过程,指出了在设计中选取合适计算方法的重要性。 Three assumptions based on elastic foundation beams are introduced and their respective advantages and disadvantages are analyzed. The process of calculating the internal force of the sluice floor by the Kuo-Chi table method is given, and the importance of choosing a suitable calculation method in the design is pointed out.