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离岸透空式结构波浪上托力计算方法的探讨
引用本文:施斌.离岸透空式结构波浪上托力计算方法的探讨[J].水运工程,2005(11):20-24,28.
作者姓名:施斌
作者单位:广州航海高等专科学校,广东,广州,510330
摘    要:在分析前人试验研究成果的基础上,结合透空式码头结构型式,提出作用在透空式结构面板上的波浪上托力压强分布形式为:同一时刻既有冲击型上托力压强分布,又有均布型上托力压强分布,并给出上托力的计算宽度和总上托力的计算方法。

关 键 词:透空式结构  渡浪上托力  冲击型分布  均布型分布  计算方法
文章编号:1002-4972(2005)11-0020-05
收稿时间:2005-05-12
修稿时间:2005-05-12

On Calculation Method of Wave Uplift Forces Acting on Offshore Open Structure
SHI Bin.On Calculation Method of Wave Uplift Forces Acting on Offshore Open Structure[J].Port & Waterway Engineering,2005(11):20-24,28.
Authors:SHI Bin
Institution:Guangzhou Maritime College, Guangzhou 510330, China
Abstract:Based on the experimental study on uplift forces of waves by some scholars and the pattern of an open wharf, this paper analyzes further the known experimental data and concludes that the distribution of wave uplift pressure acting on an open structure face slab consists of impact pressure distribution and uniform pressure distribution. The paper also proposes the width of wave uplift pressures and the calculation method of wave uplift forces.
Keywords:open structure  wave uplift forces  impact pressure distribution  uniform pressure distribution  calculation method
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