粘阻尼器在斜拉索减振中的应用

IF 0.1 Q4 ENGINEERING, CIVIL
Urdăreanu Vlad Daniel, P. Nicolae
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引用次数: 0

摘要

摘要对于跨度超过400米的特大斜拉桥,国家层面的常见工程实践要求以外部阻尼器(通常为粘性阻尼器)的形式安装减振装置。这种解决方案的主要缺点是由于这些装置沿着电缆的相对位置,这些装置非常靠近边缘,处于它们对电缆的影响最小的区域。本文介绍了一种不同的使用这些设备的方法,将它们固定在相邻的电缆之间。这消除了前一段中提出的缺点,并且该装置的效率有望大大提高。本文介绍了这种设备在沿电缆定位的不同情况下粘度的参数变化,以及对电缆系统动态响应的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Cable Stays Vibration Mitigation by Means of Viscous Dampers Attached to Adjacent Cables
Abstract In the case of cable-stayed bridges with very large spans of over 400m, the common engineering practice at the national level requires the placement of vibration mitigation devices in the form of external dampers (usually of the viscous type). The main disadvantage of this solution is due to the relative positions of these devices along the cable, which are very close to the edge, in a zone where their influence on the cable is minimal. This paper presents a different way of using these devices, by fixing them between adjacent cables. This eliminates the disadvantage presented in the previous paragraph and the efficiency of the device is expected to increase greatly. The paper presents parametric variations of the viscosity of such a device in different scenarios of their positioning along the cables, also correlated with the influence on the cable system’s dynamic response.
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