关于矩形水池的结构计算,目前在实际工程中多考虑采用简化的计算方法,即采用近似的弯矩分配法,并将水池底板的地基反力视为线性分布,这种方法显然不够合理。本文对近年来国内外出现的一些较为精确的计算方法进行归纳总结,并简要分析各种方法或研究成果的应用情况。这些方法已考虑水池各板块的相互作用和弹性地基对水池的影响等问题,但还需继续完善与推广。 At present, in the practical engineering, the simplified calculation method is adopted to consider the structural calculation of the rectangular pool. That is to say, approximate bending moment distribution method is adopted, and the foundation reaction of the pool floor is regarded as a linear distribution. This method is obviously not reasonable. This article summarizes some of the more accurate calculation methods that appear in recent years at home and abroad, and briefly analyzes the application of various methods or research results. These methods have considered such issues as the interaction of the pools and the impact of the elastic foundation on the ponds, but they still need to be further improved and popularized.