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本文主要讨论了建议采用弹性振动动水压的基本依据，并用此方法计算的结果与地震动水压的实测资料及现行的各国规范作了比较，论证了方法的合理性，给出了计算重力坝、拱坝和国柱形进水塔建筑物地震动水压力的公式。
This paper mainly discusses the basic principle of using elastic vibration hydrodynamic pressure and compares the calculated results with the measured data of groundwater hydrodynamic pressure and the current national codes to demonstrate the rationality of the method. The formula of earthquake water pressure of dam, arch dam and national column inlet tower.