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EXPERIMENTAL STUDIES ON THE CHARACTERISTICS OF TUNED LIQUID DAMPERS FOR REDUCING VIBRATION IN STRUCTURES

机译:用于减小结构振动的调谐液体阻尼器特性的实验研究

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Traditional design approaches usually consider seismic actions as equivalent static actions. Recent research has shown that adopting a dynamic approach where the real characteristics of seismic actions are taken into account may lead to reach significant behavior improvements. The inclusion of energy dissipation passive devices is nowadays seen as an effective way of improving structures protection towards seismic actions. A significant number of this kind of devices is already placed in real structures all over the world. Vibration mitigation of the seismic actions imposed to the structures is being more and more taken into account in structures design. In order to get more effective systems, structure's designers are using more and more passive devices. Systems like Tuned Liquid Dampers (TLDs) have drawn some attention to the scientific and designing community as an effective, easy to implement and economic solution for vibration mitigation. In order to validate TLDs properties a 3.7 ton one degree of freedom transmission system with adjustable dynamic characteristics has been developed to simulate structures natural frequencies between 0.7 and 2 Hz. The variation of frequency in the referred range is achieved by means of a system of air-springs placed in the transmission system. The present paper reports the results of experimental tests made on the air springs in order to characterize them as well as develop a model which rules its mechanical behaviour and that will be very useful for the definition of the characteristics of the transmission system and its response to dynamic actions. Furthermore dynamic tests performed over TLDs to characterize its behaviour and validate theoretical models are described and the corresponding preliminary results presented. This work aims at preparing the testing device to perform parametric studies in order to evaluate the dynamic characteristic of the transmission system with and without TLDs included and its performance for each situation. This paper also describes the equipment and instrumentation used during the experimental programme performed..
机译:传统的设计方法通常将地震作用视为等效的静态作用。最近的研究表明,采用一种动态方法来考虑地震作用的真实特征可能会导致行为的显着改善。如今,包含能量消散无源设备被视为改善结构对地震作用的防护的有效方法。全世界已经有大量此类设备放置在实际结构中。在结构设计中越来越多地考虑了减轻施加在结构上的地震作用的振动。为了获得更有效的系统,结构设计人员正在使用越来越多的无源设备。诸如可调液体阻尼器(TLD)之类的系统已引起科学和设计界的关注,这是一种有效,易于实施且经济的减振解决方案。为了验证TLD的特性,已开发了具有可调节动态特性的3.7吨一自由度传输系统,以模拟结构的自然频率在0.7到2 Hz之间。参考范围内的频率变化是通过放置在变速箱系统中的空气弹簧系统实现的。本白皮书报告了对空气弹簧进行实验测试的结果,以对其进行表征,并开发了一个模型,该模型可对空气力学特性进行控制,这对于定义传动系统的特性及其对响应的响应非常有用。动态动作。此外,还描述了在TLD上执行的动态测试以表征其行为并验证理论模型,并提供了相应的初步结果。这项工作旨在准备进行参数研究的测试设备,以评估带有或不带有TLD的传输系统的动态特性,以及每种情况下的性能。本文还介绍了在执行实验程序过程中使用的设备和仪器。

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