对于双曲线冷却塔这样一种大型薄壳结构,通常的设计和计算都是在假定壳体承受分布荷载的前提下进行的,而在实际当中有时会遇到塔体受集中荷载作用的情况.本文针对这一问题,着重叙述了在计算中如何对集中荷载进行数学上的简化处理,利用现有的旋转壳应力分析程序给出一实际的数值算例,以及对计算结果的分析. For a large-scale thin shell structure such as a hyperbolic cooling tower, the usual design and calculations are performed under the assumption that the shell is subjected to distributed loads. In practice, sometimes the tower body is subjected to concentrated loads. This paper focuses on this issue, and emphatically describes how to simplify the processing of concentrated loads in calculations. The existing rotating shell stress analysis program gives an actual numerical example and the analysis of the calculation results.