Passive Variable Friction Damper for Increased Structural Resilience to Multi-Hazard Excitations

Austin Downey, Mohammadkazem Sadoughi, Liang Cao, S. Laflamme, Chao Hu
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引用次数: 3

Abstract

Structural control systems, including passive, semi-active and active damping systems, are used to increase structural resilience to multi-hazard excitations. While semi-active and active damping systems have been investigated for the mitigation of multi-hazard excitations, their requirement for real-time controllers and power availability limit their usefulness. This work proposes the use of a newly developed passive variable friction device for the mitigation of multi-hazard events. This passive variable friction device, when installed in a structure, is capable of mitigating different hazards from wind and ground motions. In wind events, the device ensures serviceability, while during earthquake events, the device reduces the building’s inter-story drift to maintain strength-based motion requirements. Results show that the passive variable friction device performs better than a traditional friction damper during a seismic event while not compromising any performance during wind events.
被动可变摩擦阻尼器增加结构对多重危险激励的弹性
结构控制系统,包括被动、半主动和主动阻尼系统,用于提高结构对多危害激励的弹性。虽然半主动和主动阻尼系统已经被研究用于减轻多危害激励,但它们对实时控制器和功率可用性的要求限制了它们的实用性。这项工作建议使用新开发的被动可变摩擦装置来减轻多危害事件。这种被动可变摩擦装置,当安装在结构中时,能够减轻风和地面运动带来的不同危害。在大风事件中,该装置确保了可用性,而在地震事件中,该装置减少了建筑物的层间漂移,以保持基于强度的运动要求。结果表明,被动可变摩擦装置在地震事件中比传统的摩擦阻尼器性能更好,同时在风事件中不影响任何性能。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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