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Suppressing structural vibration of a jacket-type platform employing a novel Magneto-Rheological Tuned Liquid Column Gas Damper (MR-TLCGD)

机译:抑制采用新型磁流变调谐液柱气体阻尼器(MR-TLCGD)的夹克式平台的结构振动

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摘要

Structural vibration is one of the main engineering concerns in recent decades especially in offshore structures due to the dynamic environment and accessibility. Among different methods, applying a device within the primary system for mitigating the vibration through system damping increment is one of the most promising methods. In this study, a combined novel Magneto-Rheological Tuned Liquid Column Gas Damper (MR-TLCGD) as a damping system is introduced for the first time in structural control field and the efficiency of the system is investigated on a three dimensional fixed offshore jacket platform under both wave and earthquake excitation. The performance of the system is studied through considering different values of yield stress and gas pressure as of the main parameters of MR fluid and gas damper. The results are compared to a previously studied Tuned Liquid Column Gas Damper (TLCGD) system. Based on the results, utilizing an MR-TLCGD system in an offshore structure can be defined as a proper choice for reducing structural vibration. It can be concluded that considering an appropriate value for yield stress and gas pressure, regardless of the results limitation for this case study, is of great importance in practical cases.
机译:结构振动是近几十年的主要工程问题之一,特别是由于动态环境和可访问性导致的海上结构。在不同的方法中,在主要系统内应用设备以减轻通过系统阻尼增量的振动是最有前途的方法之一。在该研究中,在结构控制场中首次引入了作为阻尼系统的组合新型磁流变调谐液柱气体阻尼器(MR-TLCGD),并在三维固定的离岸夹套平台上研究了系统的效率在波和地震激励下。通过考虑到MR流体和气体阻尼器的主要参数的屈服应力和气体压力的不同值,研究了系统的性能。将结果与先前研究的调谐液柱气体阻尼器(TLCGD)系统进行比较。 Based on the results, utilizing an MR-TLCGD system in an offshore structure can be defined as a proper choice for reducing structural vibration.可以得出结论,考虑到屈服应力和气体压力的适当价值,无论对这种情况的结果限制,在实际情况中都非常重要。

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