首页> 外文会议>25th International Conference on Offshore Mechanics and Arctic Engineering 2006(OMAE2006) vol.1 >A STRUCTURAL ANALITICAL METHOD OF UNDERWATER OBSERVATION TOWER DUE TO BREAKING WAVE FORCES
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A STRUCTURAL ANALITICAL METHOD OF UNDERWATER OBSERVATION TOWER DUE TO BREAKING WAVE FORCES

机译:断裂力作用下水下观测塔的结构分析方法

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A structural design of the underwater observation tower constructed at wave breaking zone was studied in this research. Though the under water observation tower seems to be a rotational shell structure from its shape , actually, the rigid frame of beams and ribs exits inside wall, in which the frames are covered with curved plate element firmly against seawater pressure. Assuming that the observation tower was a pseudo-cylindrical shell, two results through our conducted research were applied for a practical structural analysis of the underwater observation tower. One is the unique and simple formula on added mass depending on elastic vibration, the other is transformation of total breaking wave forces into the wave pressure distribution over the surface of the observation tower. Using those results, the structural characteristic concerning displacement of the under water observation tower was examined through our own results.
机译:本研究研究了在破波区建造的水下观测塔的结构设计。尽管水下观察塔从形状上看似乎是旋转的壳体结构,但实际上,横梁和肋骨的刚性框架从内壁出来,其中框架用抗海水压力的弯曲板状元件牢固地覆盖。假设the望塔是假圆柱壳,通过我们进行的研究,有两个结果被用于水下observation望塔的实际结构分析。一个是独特的,简单的公式,它取决于弹性振动来增加质量,另一个是将总破碎波力转换成观测塔表面上的波压分布。利用这些结果,通过我们自己的结果检查了有关水下观察塔位移的结构特征。

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