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研究风浪、浪流和风浪流联合作用对275HP拖网渔船单船艏艉双锚锚泊时锚泊力和运动量的影响。试验结果表明,风浪作用下的锚泊力和横摇角度均大于纯浪作用的情况;流速小于1.0 m/s时浪流作用下的锚泊力大于纯浪作用的情况,而横摇角度则略小于纯浪作用的结果;风浪流联合作用下的艏艉拉力均大于风浪或浪流作用下的拉力值。由于渔船艏艉受风和受流面积的区别,导致艏拉力时流的影响较大,而艉拉力时则风的影响较大。由于流作用时渔船具有的初始横摇角度对其运动具有抑制,从而风浪流联合作用时的横摇角度要略低于风浪作用下的角度值。在本次试验范围内,当港内同时有10级左右风和小于1.0 m/s流速的流共同作用时,建议允许有效波高取0.6 m比较合适。 相似文献
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共振转换器的动力反共振隔振理论与应用 总被引:1,自引:0,他引:1
共振转换器是一种有效的动力反共振隔振装置.文章建立了共振转换器的动力学模型,推导了共振转换器隔振系统的力传递率表达式,以此作为理论预测依据分析了其动力反共振隔振特性,并且讨论了相关参数影响,最后介绍了共振转换器在船舶轴系纵向减振方面的应用.仿真结果表明,共振转换器具有液压放大效应和反共振机制,在反共振条件下力传递率可以降低至极低水平,选择低粘度和低密度的流体介质可以提高隔振效果.轴系试验台测试结果显示,共振转换器在隔离宽带振动的同时,还可有效地消减轴系纵向振动的低频共振峰,具有很大的实船应用价值. 相似文献
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Offshore wind turbines in regions of active seismicity are under a potential threat caused by the joint earthquake and ocean wave action. Taking NREL-5MW monopile wind turbine as the prototype, this study is devoted to probe the joint action of strong earthquakes and moderate sea conditions. A series of shake table model tests of scale 30:1 have been carried out by the contemporary world unique facility (Earthquake, Wave and Current Joint Simulation System) to investigate the structural response in dry flume, low and high calm water levels, with and without regular or random waves. Particular interest has been in the nacelle acceleration subjected to strong ground motions as well as to random waves. The experimental results of nacelle peak accelerations and corresponding dynamic amplification factors show that the joint earthquake and wave action is important for the proper evaluation of structural response. Ignoring the effect of wave action in seismic analysis will lead to underestimation of structural response, especially when the monopile foundation is dynamically sensitive. The coupling of earthquake and wave actions is sourced not only from the relative velocity of vibration but also from the initial condition induced by waves. It has been also derived that the peak acceleration excited by a moderate sea condition is comparable to that by a moderate earthquake. 相似文献
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To achieve rational design in waves for a submerged floating tunnel which has emerged as a new offshore transportation infrastructure, it's necessary to understand its hydrodynamic behavior. For simple but accurate estimation of hydrodynamic forces, a theoretical method is proposed and the tests with physical models in a wave flume were carried out for verification. Morison's equation was used to estimate wave loads composed of inertia force and drag force. Forces calculated by applying the linear wave theory to Morison's equation coincided well with those measured by the tests. The test results showed that mooring systems played a significant role in the movement of the submerged floating tunnel in waves. A pendulum model could be used to describe the motion of the submerged floating tunnel with a single vertical mooring. Based on the verified relations, a simple slack condition which causes the submerged floating tunnel to be unstable was also proposed. The simplified approach proposed by this study proved to be useful in designing the submerged floating tunnel in the initial stage. 相似文献
900.
浮式防波堤具有不影响相应海域物质交换、造价随水深变化不大等优点,但其消波效果较差且对锚泊系统要求高等因素,减缓了它向实际工程转化的步伐。本研究综合考虑阻挡反射、紊动耗能、波峰耗散多种消波机理,进而提出一种由多菱形模块拼装而成的多孔浮式防波堤结构,并对该结构进行物理模型试验。试验结果表明。该结构型式的浮堤消波效果好且受波浪力小。 相似文献