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阐述了一座双曲拱坝地震破坏模型试验的结果。对地震荷载作用下坝的薄弱部位以及影响坝抗震特性的各种因素，诸如坝身中的孔洞等影响进行了讨论。在拱坝的地震破坏过程、最终形态等方面取得了有益的数据和结果，为工程设计提供了一定参考依据。
The result of earthquake damage model test of a double curvature arch dam is expounded. Weak parts of the dam under earthquake load and the various factors that affect the seismic performance of the dam, such as the influence of the holes in the dam body, are discussed. In the arch dam earthquake damage process, the final form has made useful data and results, provide some reference for engineering design.