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Seismic performance analysis of viscous damping outrigger in super high‐rise buildings

机译:超高层建筑中粘性阻尼支腿的抗震性能分析

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This paper introduces a seismic energy dissipation technologyviscous damping outrigger (VDO)which is composed of outrigger truss and viscous damper. The viscous damper is set up vertically at the end of outrigger truss, which is an innovative and high-efficiency arrangement. VDO can fully utilize the characteristic of structural lateral deformation of super high-rise buildings to increase the efficiency of viscous dampers for enhancing structural security, improving seismic performance, and reducing construction expenditure. In this paper, working principle and seismic energy dissipating mechanism of VDO are explained firstly. Then, the influence of viscous damper parameters on energy dissipation efficiency is studied. Next, the optimal position of VDO in a super high-rise building is analyzed in detail. Lastly, the application of VDO in structural seismic design of a super high-rise building in China will be clearly verified based on their feasibility, economy, and safety.
机译:介绍了一种地震能量消散技术,即由支腿桁架和粘性阻尼器组成的粘滞阻尼支腿(VDO)。粘性阻尼器垂直安装在支腿桁架的末端,这是一种创新且高效的布置。 VDO可以充分利用超高层建筑的结构横向变形特性来提高粘性阻尼器的效率,从而提高结构安全性,改善抗震性能并减少建筑支出。本文首先介绍了VDO的工作原理和消能机理。然后,研究了粘性阻尼器参数对能量耗散效率的影响。接下来,详细分析VDO在超高层建筑中的最佳位置。最后,基于其可行性,经济性和安全性,将明确验证VDO在中国超高层建筑结构抗震设计中的应用。

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