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Integrated design of hybrid interstory-interbuilding multi-actuation schemes for vibration control of adjacent buildings under seismic excitations

机译:地震激励下相邻建筑物振动控制的层间-建筑物混合多驱动方案的集成设计

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摘要

The design of vibration control systems for the seismic protection of closely adjacent buildings is a complex and challenging problem. In this paper, we consider distributed multi-actuation schemes that combine interbuilding linking elements and interstory actuation devices. Using an advanced static output-feedback H∞ approach, active and passive vibration control systems are designed for a multi-story two-building structure equipped with a selected set of linked and unlinked actuation schemes. To validate the effectiveness of the obtained controllers, the corresponding frequency responses are investigated and a proper set of numerical simulations is conducted using the full scale North-South El Centro 1940 seismic record as ground acceleration disturbance. The observed results indicate that using combined interstory-interbuilding multi-actuation schemes is an effective means of mitigating the vibrational response of the individual buildings and, simultaneously, reducing the risk of interbuilding pounding. These results also point out that passive control systems with high-performance characteristics can be designed using damping elements.
机译:用于紧邻建筑物抗震保护的振动控制系统的设计是一个复杂而具有挑战性的问题。在本文中,我们考虑了分布式多驱动方案,该方案结合了建筑物之间的链接元素和层间驱动装置。使用先进的静态输出反馈H∞方法,主动和被动振动控制系统是为多层两层建筑设计的,该建筑配备了一组选定的链接和非链接驱动方案。为了验证所获得控制器的有效性,研究了相应的频率响应,并使用完整的南北El Centro 1940地震记录作为地面加速度干扰进行了一组适当的数值模拟。观察到的结果表明,使用组合的层间-建筑物间多重激励方案是减轻单个建筑物的振动响应并同时降低建筑物间碰撞的风险的有效方法。这些结果还指出,可以使用阻尼元件设计具有高性能特性的无源控制系统。

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