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VARIABLE FRICTION DAMPERS FOR EARTHQUAKE PROTECTION OF COUPLED BUILDING STRUCTURES

机译:用于耦合建筑结构的可变摩擦阻尼器

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摘要

This study mainly focuses on the development and application of variable friction damper as a joint control device to enhance the seismic resistance of a main building with podium structure. Shaking table tests using small scale building structures and damper were performed to provide a realistic demonstration and evaluation of effectiveness of the proposed control scenario. The real-time adjustment of the small scale variable friction damper was mechanically realized by using a piezoelectric actuator. A local feedback controller was proposed and implemented in the coupled building system. The improved performance over the uncontrolled cases, including uncoupled and rigid coupled configuration, was verified by considering four simulated historical earthquakes. The test results showed that prompt regulation of friction force by the piezoelectric actuator can be achieved, and the desired control performance and robustness can be guaranteed. The proposed local feedback controller also demonstrated an increased seismic resistance to the coupled system.
机译:本研究主要集中在可变摩擦阻尼器作为联合控制装置,以提高主楼裙房抗震性能的开发和应用。进行了使用小型建筑结构和减震器的振动台测试,以提供实际的演示和评估所提出的控制方案的有效性。小型可变摩擦阻尼器的实时调节是通过使用压电致动器机械实现的。提出并在耦合建筑系统中实现了本地反馈控制器。通过考虑四次模拟历史地震,验证了在不受控制的情况下(包括非耦合和刚性耦合配置)的改进性能。测试结果表明,压电致动器可以实现对摩擦力的快速调节,并可以保证理想的控制性能和鲁棒性。所提出的本地反馈控制器还展示了对耦合系统的更高的抗震性。

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