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摘要：
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对于由护岸工程边界条件所决定的型式较为特殊的胸墙底板结构 ,在分析其所受的波浪作用力时 ,不能按现有的一般胸墙的受力计算方法进行。本文通过断面波浪模型试验 ,确定了作用于低高程、长底板胸墙结构上的波浪力 ,并对结构的受力特点作了简要概括
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For the unconventional type of parapet slab structures configured by the boundary conditions of practical project,the conventional methods to calculate the wave forces acting on the parapet are not suitable in analyzing the effects of the forces In this paper,by means of profile model test in wave flume,the wave forces exerted on the parapet structure of long slab with low elevation are determined Moreover the characters of forces on such structure are also well summarised
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基金项目：
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作者简介：
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参考文献：
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[1] JTJ213-98,海港水文规范[S].
[2] 严恺主编.中国海岸工程[M].北京:海洋出版社,1992.
[3] 钟瑚穗,过达.反置胸墙上的波浪作用力特性[C].第八届全国海岸工程学术讨论会暨97两岸港口及海岸开发研讨会论文集,北京:海洋出版社,1997.
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