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The problems of ice-induced vibration have been noticed and concerned since the 1960s, but it has not been well resolved. One reason is that the dynamic interaction between ice and structure is so complicated that practical ice force model has not been developed. The recent full-scale tests conducted on jacket platforms in the Bohai Sea presented that ice could cause intense vibrations which endanger the facilities on the deck and make discomfort for the crew. In this paper, the strategy of mitigation of ice-induced offshore structure vibration is discussed. Based on field observations and understanding of the interaction between ice and structure, the absorption mitigation method to suppress ice-induced vibration is presented. The numerical simulations were conducted for a simplified model of platform attached with a Tuned Mass Danlper (TMD) under ice force function and ice force time history. The simulation results show that TMD can fa- vorably reduce ice-induced vibrations, therefore, it can be considered to be an alternative approach to utilize. Finally, the application possibilities of utilizing TMDs on other miniature offshore structures in ice-covered areas of marginal oil fields are discussed. 相似文献
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毗邻建筑地震响应LQG控制问题的闭合解 总被引:3,自引:1,他引:3
本文把毗邻建筑的地震反应控制作为LQG控制问题,并应用虚拟激励法和留数定理推导出可题的闭合解.利用此闭合解研究了加权矩阵Q和R对建筑阻尼及地震响应的影响.结果表明选用适当的加权矩阵,LQG控制可同时有效地减小两栋建筑的地震响应. 相似文献
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研究了应用主动锚索控制装置控制相邻建筑地震响应的有效性。首先,建立了主动锚索-相邻建筑系统的运动方程;然后应用广义振型分析方法,寻求了主动锚索联结的相邻建筑的力学特性,特别是振型阻尼比;最后,在频率域内应用广义振型分析与虚拟激励相结合的方法,建立了主动锚索控制装置联结相邻建筑的随机地震响应的分析方法。应用本文建立的公式,我们编制了计算机程序,进行了广泛的参数研究,以评价控制装置的有效性,并确定最优传感器类型及控制装置参数。研究表明,如果应用速度传感器,并能适当地选择主动锚索控制器的参数,则可以显著地提高系统的振型阻尼比,减小两个结构的地震响应。 相似文献
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本文基于虚拟激励法和留数定理推导出毗邻建筑考虑局部场地效应时在平稳随机地震激励下的LQG控制问题的闭合解。利用此闭合解进行场地土参数研究表明,场地土参数对位移和加速度响应的影响是不同的,甚至是相反的。因此对于给定的LQG控制加权阵Q和R,场地土的卓越频率和阻尼比变化对减震效果有显著影响,应予以重视。 相似文献
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