一、前言近年来,随着港湾工程的迅速增多,直墙式建筑物的设计工作量亦日益增多。由于波浪的杂乱性,波压力分布规律的研究都采用理论计算、实验室内模型试验和现场观测三结合的方法,其中现场观测是研究的基础。在研究波压力的空间分布中,通常我们以垂直方向上不同位置上各点随时间的同步压力分布图研究为主。这个分布规律多半在静水位的稍上方处出现最大值,向下急剧地减小,这一规律对于海工建筑物的设计具有重 I. Introduction In recent years, with the rapid increase of harbor engineering, the design workload of straight-wall buildings has also been increasing. Due to the disorder of waves, the research on the law of wave pressure distribution is based on the combination of theoretical calculation, laboratory model test and field observation. Field observation is the basis of the study. In studying the spatial distribution of wave pressure, we usually focus on the study of the synchronous pressure distribution map of each point at different positions in the vertical direction over time. Most of the distribution law appears at the top of the water level above the water level and decreases sharply downward. This law is of great importance to the design of offshore structures