张旭红, 周云, 张善元. 结构随机振动混合控制整体优化[J]. 工程力学, 2003, 20(1): 37-41.
引用本文: 张旭红, 周云, 张善元. 结构随机振动混合控制整体优化[J]. 工程力学, 2003, 20(1): 37-41.
ZHANG Xu-hong, ZHOU Yun, ZHANG Shan-yuan. INTEGRATED OPTIMAL METHOD FOR HYBRID CONTROL OF STRUCTURAL RANDOM VIBRATION[J]. Engineering Mechanics, 2003, 20(1): 37-41.
Citation: ZHANG Xu-hong, ZHOU Yun, ZHANG Shan-yuan. INTEGRATED OPTIMAL METHOD FOR HYBRID CONTROL OF STRUCTURAL RANDOM VIBRATION[J]. Engineering Mechanics, 2003, 20(1): 37-41.

结构随机振动混合控制整体优化

INTEGRATED OPTIMAL METHOD FOR HYBRID CONTROL OF STRUCTURAL RANDOM VIBRATION

  • 摘要: 建立了与随机振动主动控制等价的随机振动混合控制系统方程,选取混合控制中主动外加能源指标函数最小为优化目标,实现了在物理空间的随机振动混合控制整体优化;在对结构模态参数灵敏度分析的基础上,给出了模态空间内实现混合控制整体优化的方法.对受零均值平稳白噪声激励的建筑结构实施混合控制整体优化方案,计算结果表明当被动控制部分合理设计时,主动控制部分所需外加能源指标将显著下降.

     

    Abstract: An integrated optimal method is presented for hybrid control of structures under stochastic excitation. For a given control criterion that specifies the performance requirements, the passive control part of the hybrid control system is designed to minimize the amount of active control power. When the building is modeled as a single-degree-of-freedom system, the optimal passive control part is given in modal subspace; the corresponding physical passive control part is redesigned based on the sensitivity analysis of the structural dynamic behavior. Simulation is performed to evaluate the performance of the integrated optimal method on an 8-story building with hybrid control under white noise excitation. The hybrid control system consists of active tuned mass damper(ATMD)and linear viscous damper. Results show that with the reasonably designed passive control part, the amount of power needed for the active control part is reduced notably.

     

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