Modeling and Investigating the Behavior of Viscous Dampers in Steel Structures

Mohmmad Masoud Ghiabi
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Abstract

: Viscous dampers are generally effective in controlling the vibrations stemming from the wind in the steel structures as well as in excitements with frequency band identical to that of these dampers. Tuned viscous damper is a passive control system the parameters of which are determined based on the structure’s preliminary specifications and always remain fixed. The primary goal of this study is observing the nonlinear behavior and evaluating the seismic performance of the steel structures with specific steel moment frames equipped with viscous damper under mass and damping uncertainty conditions of the structure as well as in respect to the elastic modulus and yield stress in steel. This evaluation has been carried out by the assistance of ETABS and Sketch-Up Software Packages with the time history analysis having been conducted in Sap2000 Software. To do so, three steel 3-, 9- and 12-storey structures with residential use have been considered on an earthquake-prone region. The study results indicated that the storey’s drift and dislocation have been considerably reduced. Thus, it can be concluded that the use of viscous damper is an appropriate method for controlling the structures’ dislocation. It was also found out that the emergence of disorder in the structure’s mass and damping has a greater effect in contrast to the other two parameters on the response of the structure equipped with viscous damper. mechanism of action is in the form of cylinder-piston. There are three chambers inside the cylinder: one on the right side of the piston, one on the left side thereof and one in the farthest end of the right side. There are holes in the piston and there is also liquid inside cylinder which is either oil or a condensable liquid. When piston moves in cylinder, its movement causes the displacement of the liquid from the orifice positioned on the piston’s head. The movement of the liquid from amongst these holes causes the depreciation of energy or, in other words, the energy is dissipated in the form of heat.
钢结构中粘性阻尼器的建模与性能研究
粘滞阻尼器通常能有效地控制钢结构中由风引起的振动以及与这些阻尼器相同频带的激励。调谐粘性阻尼器是一种被动控制系统,其参数根据结构的初步参数确定,并始终保持固定。本研究的主要目的是在结构质量和阻尼不确定性条件下,以及在钢的弹性模量和屈服应力方面,观察装有粘性阻尼器的特定钢弯矩框架的非线性行为并评估其抗震性能。本次评估是在ETABS和Sketch-Up软件包的帮助下进行的,时间历史分析是在Sap2000软件中进行的。为此,考虑在地震多发地区建造3层、9层和12层的住宅用钢结构。研究结果表明,层间的漂移和错位明显减小。由此可见,采用粘性阻尼器是控制结构位错的一种合适方法。研究还发现,相对于其他两个参数,结构质量和阻尼的无序出现对安装粘性阻尼器的结构响应的影响更大。作用机构为气缸-活塞形式。气缸内有三个腔室:一个在活塞的右边,一个在活塞的左边,一个在活塞的右边最远端。活塞上有孔,气缸内也有液体,要么是油,要么是可冷凝的液体。当活塞在气缸中运动时,它的运动引起液体从位于活塞头部的孔中位移。液体从这些孔之间的运动引起能量的衰减,换句话说,能量以热的形式消散。
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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