摘要
提出了一种新的变刚度半主动控制方法 ,采用短时波面特征信息和开环控制策略 ,由波面特征信息通控制器实时改变TMD的刚度 ,以达到对系统最优状态的跟踪 ,克服信号处理系统和作动器的延时可能带来的系统稳定性问题。将一次风暴潮强非平稳过程描述成许多短时的平稳过程 ,分别以平台上甲板位移、加速度响应最小作为控制作动器优化目标 ,优化得到控制装置刚度变化的时域过程 ,实现TMD变刚度对海洋平台甲板加速度及位移的振动控制。在平台顶部甲板安装半主动控制装置后 ,平台甲板的加速度标准偏差平均降低 2 1%。这种半主动控制装置既有主动控制效果好、适用范围广的性质 ,又有被动控制装置造价较低。
A device is designed and the control algorithm is presented for the CII oil platform to mitigate wave-excited structural vibration. To study the behavior caused by wave loading, the actual CII oil platform located in Bohai Bay of North China is modeled as a two degrees-of-freedom dynamic system. With the strategy of open-loop control algorithm, a long-term strong nonstationary wind-excited wave process can be described as a series of short-term stationary wave processes which are transferred to the controller of the device for getting the systemic optimal trace to suppress the structural vibration. With a semi-active variable stiffness tuned mass damper installed on the top deck of the platform, the coupled equations are deduced, and both the structural vibration behavior and the performance of the control device are studied under strong wind-exited states of the sea. The analysis shows that the mean value of the deck acceleration standard deviation can be decreased by 21% compared with that without the device. The result also indicates that this device not only provides a reliable and inexpensive means but also has a good performance of achieving vibration control for the offshore engineering structure.
出处
《振动与冲击》
EI
CSCD
北大核心
2004年第3期107-110,共4页
Journal of Vibration and Shock
基金
上海交通大学振动
冲击
噪声国家重点实验室基金 (VSN - 2 0 0 3 - 0 5)资助
