摘要
在斜坡封闭式平板波浪上托力机理研究基础上,本文针对实际工程应用要求,提出相对简便的斜坡封闭式平板下波浪局部上托力和最大总上托力计算方法,包括上托力大小、分布宽度和发生位置。具体工程实例计算结果表明,该方法与实验值有着较好的一致性。
Based on the study on mechanism of uplift forces of waves on a horizontal plate of wharf on a slope, calculation methods for two types of uplift forces corresponding to the maximum uplift pressure and the maximum uplift force respectively are presented according to the requirement of design. Some empirical relationships are applied for prediction of the intensity, distributing width and location of the uplift forces. The application in the practical engineering is fairly satisfactory.
出处
《水动力学研究与进展（A辑）》
CSCD
北大核心
2005年第1期73-78,共6页
Chinese Journal of Hydrodynamics
基金
交通部规范基金资助
关键词
斜坡
封闭式水平板
波浪上托力
计算方法
slope
horizontal plate
uplift force of wave
calculation method
