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Vibration control of steel jacket offshore platform structures with damping isolation systems

机译:带阻尼隔离系统的钢套海上平台结构的振动控制

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In this paper, a damping isolation system is developed for vibration control of steel jacket offshore platform structures. At first, a damping isolation system composed of rubber bearings and viscous dampers is proposed for vibration mitigation of JZ20-2MUQ jacket platform located in Bohai Sea. The influence of key parameters of the damping isolation system on the vibration suppression of the offshore structure is studied in detail. In order to examine the vibration control effectiveness of the damping isolation system for the jacket platform, a comprehensive experimental and numerical study is carried out. The experimental investigation is conducted on a shaking table for a 1/10-scale JZ20-2MUQ platform model subjected to four different earthquake ground motions. The performance of the controlled structure under the actions of ice and seismic-induced forces is then studied by numerical simulations. The experimental results are found to be in good agreement with those from the numerical simulations. It is shown from the combined experimental and numerical study that the damping isolation system is effective in mitigating the dynamic responses of the offshore platform structure.
机译:本文开发了一种阻尼隔离系统,用于控制钢套海上平台结构的振动。首先,提出了一种由橡胶轴承和粘性阻尼器组成的阻尼隔离系统,用于缓解渤海JZ20-2MUQ护套平台的振动。详细研究了阻尼隔离系统关键参数对海上结构减振的影响。为了检验护套平台阻尼隔离系统的振动控制效果,进行了全面的实验和数值研究。在振动台上进行了1/10比例的JZ20-2MUQ平台模型的实验研究,该平台模型经历了四种不同的地震地面运动。然后通过数值模拟研究了在冰和地震作用力作用下可控结构的性能。实验结果与数值模拟结果吻合良好。从实验和数值研究相结合的结果表明,阻尼隔离系统在减轻海上平台结构的动力响应方面是有效的。

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