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Seismic protection of a building complex using variable friction damper : experimental investigation

机译:使用可变摩擦阻尼器的建筑结构的地震防护:实验研究。

摘要

This study presents an experimental investigation of seismic control of a building complex using variable friction damper. The laboratory-scale building complex was composed of a 12-story building and a three-story podium structure coupled in different configurations. The laboratory-scale variable friction damper was tailor made with a piezoelectric actuator. The performance test of the piezoelectric actuator was carried out to identify its characteristics. The performance test was then conducted on the piezo-driven variable friction damper under either constant or varying voltage to identify its motion-independent characteristics. Based on the characterization results, a close-loop operating scheme was proposed together with two classes of semiactive controllers: local-feedback controller and global-feedback controller, for real-time manipulation of the damper. The building complex was finally tested in uncoupled, rigid-coupled, passive damper-coupled, and semiactive damper-coupled configurations. The control performance of variable friction damper for the building complex was examined and compared with other cases. The test results showed that semiactive coupling control was promising for reducing seismic responses of both buildings.
机译:这项研究提出了使用可变摩擦阻尼器对建筑群进行地震控制的实验研究。实验室规模的建筑群由12层建筑物和3层裙楼结构组成,它们以不同的配置耦合。实验室规模的可变摩擦阻尼器是使用压电执行器定制的。进行压电致动器的性能测试以识别其特性。然后在恒定或变化电压下对压电驱动的可变摩擦阻尼器进行性能测试,以识别其独立于运动的特性。根据表征结果,提出了一种闭环运行方案以及两类半主动控制器:本地反馈控制器和全局反馈控制器,用于阻尼器的实时操纵。最终,该建筑群在非耦合,刚性耦合,被动阻尼器耦合和半主动阻尼器耦合配置下进行了测试。研究了可变摩擦阻尼器在建筑群中的控制性能,并与其他案例进行了比较。测试结果表明,半主动耦合控制有望降低两座建筑物的地震反应。

著录项

  • 作者

    Xu YL; Ng CL;

  • 作者单位
  • 年度 2008
  • 总页数
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类

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