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Passive, semi-active, and active tuned-liquid-column dampers

机译:被动,半主动和主动调谐液柱阻尼器

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摘要

The dynamic characteristics of the passive, semi-active, and active tuned-liquidcolumn dampers (or TLCDs) are studied in this paper. The design of the latter two are based on the first one. A water-head difference (or simply named as water head in this paper) of a passive TLCD is pre-set to form the so-called semi-active one in this paper. The pre-set of water head is released at a proper time instant during an earthquake excitation in order to enhance the vibration reduction of a structure. Two propellers are installed along a shaft inside and at the center of a passive TLCD to form an active one. These two propellers are driven by a servo-motor controlled by a computer to provide the control force. The seismic responses of a five-story shear building with a passive, semiactive, and active TLCDs are computed for demonstration and discussion. The responses of this building with a tuned mass damper (or TMD) are also included for comparison. The small-scale shaking-table experiments of a pendulum-like system with a passive or active TLCD to harmonic and seismic excitations are conducted for verification.
机译:本文研究了无源,半有源和有源调谐液柱阻尼器(或TLCD)的动态特性。后两者的设计基于第一个。预设了无源TLCD的水头差(或在本文中简称为水头),形成了本文中所谓的半主动型。为了提高结构的减振效果,在地震激发期间的适当时刻释放预设的水头。沿无源TLCD的内部和中心的轴安装了两个螺旋桨,形成一个有源TLCD。这两个螺旋桨由计算机控制的伺服电机驱动以提供控制力。计算了具有被动,半主动和主动TLCD的五层剪切建筑的地震响应,以进行演示和讨论。为了进行比较,还包括了带有调谐质量阻尼器(或TMD)的建筑物的响应。进行了具有被动或主动TLCD的,对谐波和地震激励的钟摆式系统的小规模振动台实验,以进行验证。

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