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大型斜拉桥圆柱形桥塔涡激共振的控制
  • 期刊名称:公路交通科技, 25(11), p75-77, 2008.11
  • 时间:0
  • 分类:U656.116[交通运输工程—港口、海岸及近海工程;交通运输工程—船舶与海洋工程]
  • 作者机构:[1]天津大学建筑工程学院,天津300072
  • 相关基金:国家自然科学基金资助项目(N0.50579047)
  • 相关项目:海洋石油开发工程定量风险评估方法研究
中文摘要:

运用有限水深多浮体三维势流理论和谱分析理论,结合实例计算,建立了一种计算近海移动式栈桥码头三维运动响应的方法,该方法将栈桥码头简化为刚性模块柔性连接器模型(RMFC),柔性连接器被假定为线性弹簧。通过将计算结果与实验结果比较,验证了本文提出的计算方法可以用于预报近海移动式栈桥码头在海浪作用下的三维运动响应情况,其计算结果可以作为设计连接器及锚链的依据。

英文摘要:

Through example computation, the paper adopts the three-dimensional potential theory of multi-body in finite depth and the spectrometric analysis theory to set up a method which is used to calculate the three-dimensional motion response of the moving trestle. The moving trestle is assumed as the rigidity module and flexible connector model. The flexible connector is assumed as linear spring. Compared with the calculated result and the experimental result, the method is approved to be suitable to forecast the three-dimensional motion response of the moving trestle. At the same time, the calculated result can be used as the reference in the connector and anchor chain design.

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