装有粘性阻尼器的钢结构高层建筑风振分析及减振设计

Xin Zhao, Yuzhou Hou, Jianan Chen, Yutong Xu
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引用次数: 0

摘要

钢结构高层建筑的风振响应明显。控制钢结构高层建筑的风致响应可以有效地提高结构的舒适性、刚度和强度性能。大量研究表明,安装阻尼装置是比增加结构刚度更有效的风振控制措施。粘滞阻尼可以实现多载荷、多性能的结构减振,具有非常广阔的工程应用前景。本文研究了钢结构高层建筑和粘滞阻尼系统的风致响应,确定了粘滞阻尼的最佳布置和数量,并以150m钢结构住宅塔为工程实例,结果表明,综合粘滞阻尼可以有效地改善钢结构高层建筑在风荷载作用下的结构性能,降低结构的钢材消耗。
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Wind Induced Response Analysis and Vibration Mitigation Design for Steel Tall Buildings Equipped with Viscous Dampers
The wind induced response of the steel tall building is obvious. Controlling the wind induced response of steel tall building can effectively improve the comfort, stiffness and strength performance of the structure. A large number of studies have shown that equipping damping device is a more effective wind-induced vibration control measure than increasing the structure stiffness. Viscous damps can achieve multi-load and multi-performance structure vibration reduction and have a very broad engineering application prospect. In this paper, the wind induced response of steel tall building and the viscous damper system are studied to ascertain the optimal arrangement and quantity of viscous damps and a 150m steel residential tower is taken as an engineering case, which shows that the integrated viscous damps can effectively improve the structure performance of steel tall building under wind load and reduce the steel consumption of the structure.
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