The total uplift force of waves on horizontal plates is the important basis for design of coastal wharf structures.
波浪对平板的总上托力是海岸码头结构设计的重要依据。
The result indicated that the maximal total uplift force did not always occur with the maximal impact pressure intensity synchronously.
结果表明，平板下最大总上托力并不总是与最大冲击压强同步发生。
In this paper, a series of experiments were performed for study of the total uplift force of waves on a closed horizontal plate on a slope.
为此，通过系列模型试验对斜坡上封闭水平板下波浪总上托力进行了研究。
The uplift force on bottom and the total vertical force of regular waves acting on perforated caisson are systematically investigated by experiments in this study.
通过水槽规则波波压力实验，对规则波作用下无顶盖开孔沉箱所受垂直力进行了系统的研究。
The uplift force on bottom and the total vertical force of regular waves acting on perforated caisson are systematically investigated by experiments in this study.
通过水槽规则波波压力实验，对规则波作用下无顶盖开孔沉箱所受垂直力进行了系统的研究。
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