利用有限元分析软件ANSYS,以跨越珠江的输电线路工程为研究背景,在输电塔上布置粘滞消能阻尼器和调谐质量阻尼器(tuned mass damper,TMD),对比分析了在三向El-Centro地震波作用下有、无减震控制措施的输电塔位移和加速度地震响应。通过...利用有限元分析软件ANSYS,以跨越珠江的输电线路工程为研究背景,在输电塔上布置粘滞消能阻尼器和调谐质量阻尼器(tuned mass damper,TMD),对比分析了在三向El-Centro地震波作用下有、无减震控制措施的输电塔位移和加速度地震响应。通过有关参数分析计算,分别得到了粘滞阻尼消能减震和调谐质量减震控制的最优粘滞阻尼系数和最优TMD质量,分析研究表明上述2种减震控制措施皆能明显衰减输电塔线体系的地震响应,具有比较理想的减震效果。展开更多
This paper presents the optimal design procedure of Tuned Mass Damper (TMD) for reducing vibration of an actual steel jacket offshore platform excited by random wave loading. In this study, a frequency domain is taken...This paper presents the optimal design procedure of Tuned Mass Damper (TMD) for reducing vibration of an actual steel jacket offshore platform excited by random wave loading. In this study, a frequency domain is taken. The force on the structure is determined by use of the linearized Morison equation for an input Power Spectral Density (PSD) of wave elevation. The sensitivity of optimum values of TMD to characteristic parameters of random wave spectrum is analyzed. An optimized TMD design for the modeled platform is given based on design conditions and the findings of the study.展开更多
Tuned mass dampers （TMDs） have been widely used in recent years to mitigate structural vibration. However, the damping mechanisms employed in the TMDs are mostly based on viscous dampers, which have several well-kno...Tuned mass dampers （TMDs） have been widely used in recent years to mitigate structural vibration. However, the damping mechanisms employed in the TMDs are mostly based on viscous dampers, which have several well-known disadvantages, such as oil leakage and difficult adjustment of damping ratio for an operating TMD. Alternatively, eddy current damping （ECD） that does not require any contact with the main structure is a potential solution. This paper discusses the design, analysis, manufacture and testing of a large-scale horizontal TMD based on ECD. First, the theoretical model of ECD is formulated, then one large-scale horizontal TMD using ECD is constructed, and finally performance tests of the TMD are conducted. The test results show that the proposed TMD has a very low intrinsic damping ratio, while the damping ratio due to ECD is the dominant damping source, which can be as large as 15% in a proper configuration. In addition, the damping ratios estimated with the theoretical model are roughly consistent with those identified from the test results, and the source of this error is investigated. Moreover, it is demonstrated that the damping ratio in the proposed TMD can be easily adjusted by varying the air gap between permanent magnets and conductive plates. In view of practical applications, possible improvements and feasibility considerations for the proposed TMD are then discussed. It is confirmed that the proposed TMD with ECD is reliable and feasible for use in structural vibration control.展开更多
针对现有结构模型减振实验用调谐质量阻尼器(Tuned Mass Damper,TMD)难以实现TMD刚度与阻尼参数完全分离、阻尼参数试验过程中无法保持恒定且难以调整问题,研制微型永磁式电涡流阻尼TMD。其性能试验与分析结果表明,微型TMD采用电涡流阻...针对现有结构模型减振实验用调谐质量阻尼器(Tuned Mass Damper,TMD)难以实现TMD刚度与阻尼参数完全分离、阻尼参数试验过程中无法保持恒定且难以调整问题,研制微型永磁式电涡流阻尼TMD。其性能试验与分析结果表明,微型TMD采用电涡流阻尼装置既能确保刚度与阻尼参数的有效分离,亦能实现阻尼参数稳定、简单易调。通过某大跨度人行桥模型一阶横向振动模态自由振动减振实验识别获得结构模态阻尼比及强迫振动减振实验识别获得结构模态阻尼比、结构动力响应放大倍数、结构与TMD运动相位差等,证实微型永磁式电涡流阻尼TMD用于结构模型减振实验的可行性与有效性。展开更多
海上漂浮式风力机是在随机性风载荷和浪载荷联合作用下工作的,其结构动态稳定性分析与控制是亟待解决的关键问题之一。考虑到气动水动结构耦合作用而产生6种摇荡形式,该文选择Spar结构的漂浮风力机作为样机系统。针对其纵摇和垂荡这2种...海上漂浮式风力机是在随机性风载荷和浪载荷联合作用下工作的,其结构动态稳定性分析与控制是亟待解决的关键问题之一。考虑到气动水动结构耦合作用而产生6种摇荡形式,该文选择Spar结构的漂浮风力机作为样机系统。针对其纵摇和垂荡这2种摇荡现象,提出了以调频质量阻尼器(tuned mass damper,TMD)置于风力机机舱的结构主动控制形式,建立了基于TMD控制的精确三自由度漂浮风力机动力学模型,其中外激励风载荷考虑了桨叶和塔架2种载荷,而浪载荷按Morison方程建模。基于此模型,分析了随机风浪载荷作用下对风力机性能影响最大的纵摇形式的动态响应,实现了以最小能量消耗来实现风力机塔顶位移、速度、加速度最小为控制目标的线性二次型调节器(linear quadratic regulator,LQR)的设计。以5MW漂浮风力机为例,进行了控制前后的纵摇动态响应仿真和分析。仿真结果表明:通过TMD主动控制,可以有效减少55%塔架振动的最大位移,并快速消弱塔架振动回归稳定状态。展开更多
文摘利用有限元分析软件ANSYS,以跨越珠江的输电线路工程为研究背景,在输电塔上布置粘滞消能阻尼器和调谐质量阻尼器(tuned mass damper,TMD),对比分析了在三向El-Centro地震波作用下有、无减震控制措施的输电塔位移和加速度地震响应。通过有关参数分析计算,分别得到了粘滞阻尼消能减震和调谐质量减震控制的最优粘滞阻尼系数和最优TMD质量,分析研究表明上述2种减震控制措施皆能明显衰减输电塔线体系的地震响应,具有比较理想的减震效果。
基金National Natural Foundation of China.(Grant No.69572015)
文摘This paper presents the optimal design procedure of Tuned Mass Damper (TMD) for reducing vibration of an actual steel jacket offshore platform excited by random wave loading. In this study, a frequency domain is taken. The force on the structure is determined by use of the linearized Morison equation for an input Power Spectral Density (PSD) of wave elevation. The sensitivity of optimum values of TMD to characteristic parameters of random wave spectrum is analyzed. An optimized TMD design for the modeled platform is given based on design conditions and the findings of the study.
基金State Key Program of Natural Science Foundation of China Under Grant No.50738002
文摘Tuned mass dampers （TMDs） have been widely used in recent years to mitigate structural vibration. However, the damping mechanisms employed in the TMDs are mostly based on viscous dampers, which have several well-known disadvantages, such as oil leakage and difficult adjustment of damping ratio for an operating TMD. Alternatively, eddy current damping （ECD） that does not require any contact with the main structure is a potential solution. This paper discusses the design, analysis, manufacture and testing of a large-scale horizontal TMD based on ECD. First, the theoretical model of ECD is formulated, then one large-scale horizontal TMD using ECD is constructed, and finally performance tests of the TMD are conducted. The test results show that the proposed TMD has a very low intrinsic damping ratio, while the damping ratio due to ECD is the dominant damping source, which can be as large as 15% in a proper configuration. In addition, the damping ratios estimated with the theoretical model are roughly consistent with those identified from the test results, and the source of this error is investigated. Moreover, it is demonstrated that the damping ratio in the proposed TMD can be easily adjusted by varying the air gap between permanent magnets and conductive plates. In view of practical applications, possible improvements and feasibility considerations for the proposed TMD are then discussed. It is confirmed that the proposed TMD with ECD is reliable and feasible for use in structural vibration control.
文摘针对现有结构模型减振实验用调谐质量阻尼器(Tuned Mass Damper,TMD)难以实现TMD刚度与阻尼参数完全分离、阻尼参数试验过程中无法保持恒定且难以调整问题,研制微型永磁式电涡流阻尼TMD。其性能试验与分析结果表明,微型TMD采用电涡流阻尼装置既能确保刚度与阻尼参数的有效分离,亦能实现阻尼参数稳定、简单易调。通过某大跨度人行桥模型一阶横向振动模态自由振动减振实验识别获得结构模态阻尼比及强迫振动减振实验识别获得结构模态阻尼比、结构动力响应放大倍数、结构与TMD运动相位差等,证实微型永磁式电涡流阻尼TMD用于结构模型减振实验的可行性与有效性。
文摘海上漂浮式风力机是在随机性风载荷和浪载荷联合作用下工作的,其结构动态稳定性分析与控制是亟待解决的关键问题之一。考虑到气动水动结构耦合作用而产生6种摇荡形式,该文选择Spar结构的漂浮风力机作为样机系统。针对其纵摇和垂荡这2种摇荡现象,提出了以调频质量阻尼器(tuned mass damper,TMD)置于风力机机舱的结构主动控制形式,建立了基于TMD控制的精确三自由度漂浮风力机动力学模型,其中外激励风载荷考虑了桨叶和塔架2种载荷,而浪载荷按Morison方程建模。基于此模型,分析了随机风浪载荷作用下对风力机性能影响最大的纵摇形式的动态响应,实现了以最小能量消耗来实现风力机塔顶位移、速度、加速度最小为控制目标的线性二次型调节器(linear quadratic regulator,LQR)的设计。以5MW漂浮风力机为例,进行了控制前后的纵摇动态响应仿真和分析。仿真结果表明:通过TMD主动控制,可以有效减少55%塔架振动的最大位移,并快速消弱塔架振动回归稳定状态。
