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Development of Friction-Damping Vibration Control Device for Low-Rise Buildings

机译:低层建筑摩擦阻尼振动控制装置的研制

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摘要

Damage to buildings in Japan during large earthquakes is seen mostly in low-rise buildings which tends to resonate with the earthquake ground motion. In this paper, a novel vibration control device that utilizes frictional forces is presented aimed towards appliction in low-rise buildings. Figure 1 shows a diagram of the installed damping device. The proposed ibration control device, as shown in the detailed drawing in Figure 2, has a structure in which contact with the beam occurs through the action of spring force alone, such that when the building is deformed in an earthquake, damping occurs through the action of frictional forces. In order to evaluate the device, vibration experiments were carried out on a miniature model, as shown in Figure 3. The investigation aimed to: 1) ascertain the appropriate rigidity for the parts on which the damping device is to be installed, 2) analyze the suitable spring tensions and frictional forces, and 3) evaluate the damping effects and construct a vibration model. The results confirmed that the vibration control device confers significant damping in the natural period range of low-rise buildings. In addition, in operation of the device, there is no obvious resonance point in the natural period range.
机译:在大地震中,对日本建筑物的破坏主要发生在倾向于与地震地面运动产生共鸣的低层建筑物中。在本文中,提出了一种新颖的利用摩擦力的振动控制装置,旨在应用于低层建筑。图1显示了已安装的阻尼装置的示意图。如图2的详细图所示,提出的振动控制装置具有这样的结构,其中仅通过弹簧力的作用就与梁发生接触,从而当建筑物在地震中变形时,通过该作用而产生阻尼。摩擦力。为了评估该设备,在微型模型上进行了振动实验,如图3所示。研究旨在:1)确定要安装阻尼设备的零件的适当刚度,2)分析适当的弹簧张力和摩擦力,以及3)评估阻尼效果并构建振动模型。结果证实,该振动控制装置在低层建筑物的自然周期范围内赋予了显着的阻尼。另外,在装置的操作中,在自然周期范围内没有明显的共振点。

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