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961.
The wave interaction with a submerged cylindrical payload subjected to constrained motions in presence of a nearby floating crane barge is investigated in the three-dimensional numerical wave tank using a fully nonlinear potential flow model in the time domain. Numerical simulations are carried out to investigate the hydrodynamic features of this submerged payload under pendulum motion in water waves as well as while it moves towards the sea bed at a constant vertical velocity. It is known that the presence of multiple side by side floating bodies in waves can create significant drift motion. In the present study the similar drift motion is observed for the side by side floating barge and submerged payload and it appears that the submerged payload under constrained motions may face a very large mean drift motion of nearly seven times that of the incident wave amplitude in the beam sea upstream condition. Emphasis is also given towards investigating and understanding the influences of natural frequency of the payload and shielding effect due to the presence of the floating barge. It is found that natural frequency coupled with shielding effect generates remarkable low frequency components in payload responses both in the head sea and the beam sea situations. The effect of different cable lengths, wave maker frequencies and downward moving velocities on payload responses under several geometric setups are studied and compared, and interesting features such as increased low frequency movement of the payload near the natural frequency region and existence of considerable low frequency motions even at a greater depth (while the payload is quite below the free surface) are observed. 相似文献
962.
Climate change is having and will continue to have a range of negative impacts on social–environmental systems. Many ports, with their coastal locations and essential roles in regional and national economies, face particular exposure to storm impacts that may worsen with climate change. Currently in the United States port resilience planning falls primarily on port operators. Engaging a wider range of stakeholders in long-term seaport functioning may reduce risks from disruptive and potentially irreversible impacts of climate change. This study uses empirical data gathered through two case studies of highly exposed U.S. ports, Gulfport (MS) and Providence (RI), to identify strategies that port planners and external stakeholders consider feasible for enhancing their port's resilience. This article categorizes these resilience strategies and suggests the potential role that different stakeholders could play in facilitation and implementation. 相似文献
963.
964.
965.
多级离心风机转子模态分析是其动力学分析的一个重要方面.采用UG建立离心风机转子的三维模型,运用非结构化网格对风机转子模型进行网格划分,利用ANSYS对其进行模态分析.分析并探讨了自由模态和约束模态两种状态下的固有频率和振型,获得了各阶频率对应的振型图.改变风机转子结构材料属性,比较了Q235材料、铸铝材料以及混合材料所对应转子模态的固有频率和振型的改变.文中所做研究解决了该型号离心风机设计时的共振问题,同时也为其它离心风机的设计与动力学分析提供了参考. 相似文献
966.
967.
"预沉降法"的可行性分析 总被引:1,自引:0,他引:1
研究目的:针对客运专线无砟轨道路基沉降控制工程面临的新问题,探讨“预沉降法“的可行性。研究结果:该工法可减少工后沉降和不均匀沉降,满足无砟轨道铁路路基沉降变形控制的要求,且可达到过渡段路基工后“零沉降“的目标。 相似文献
968.
以高性能中频电源系统作为研究载体,深入研究了电力电子主回路设计技术及控制策略技术,重点研究了电力电子领域中逆变技术,对逆变器的主回路拓扑结构、逆变器控制技术等进行了详细的分析. 相似文献
969.
损伤梁动力特性的空间有限元分析 总被引:1,自引:0,他引:1
以钢筋混凝土梁为研究对象,基于Euler-Bernoulli梁理论和结构动力学理论,考虑混凝土的非线性本构关系,通过空间动力有限元分析,得到不同裂纹状态下梁的固有频率和模态振型,研究裂纹对简支梁振动响应的影响。研究结果表明:损伤结构动力特性对损伤的敏感性并不能简单地归结为对高频一定敏感,对低频一定不敏感,应视裂缝位置与振型节点关系而论。 相似文献
970.