Vibration Mitigation without Dissipative Devices: First Large-Scale Testing of a State Switched Inducer

A new passive device for mitigating cable vibrations is proposed and its efficiency is assessed on 45-meter long taut cables through a series of free and forced vibration tests. It consists of a unilateral spring attached perpendicularly to the cable near the anchorage. Because of its ability to cha...

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Main Author: Daniel Tirelli
Format: Article
Language:English
Published: Hindawi Limited 2014-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2014/135767
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spelling doaj-1381b1395227475eb374b29ddd2b02672020-11-24T22:16:59ZengHindawi LimitedShock and Vibration1070-96221875-92032014-01-01201410.1155/2014/135767135767Vibration Mitigation without Dissipative Devices: First Large-Scale Testing of a State Switched InducerDaniel Tirelli0European Laboratory for Structural Assessment (ELSA), Joint Research Centre of the European Commission, ItalyA new passive device for mitigating cable vibrations is proposed and its efficiency is assessed on 45-meter long taut cables through a series of free and forced vibration tests. It consists of a unilateral spring attached perpendicularly to the cable near the anchorage. Because of its ability to change the cable dynamic behaviour through intermittent activation, the device has been called state switched inducer (SSI). The cable behaviour is shown to be deeply modified by the SSI: the forced vibration response is anharmonicc and substantially reduced in amplitude whereas the free vibration decay is largely sped up through a beating phenomenon. The vibration mitigation effect is mainly due to the activation and coupling of various vibration modes, as evidenced in the response spectra of the equipped cable. This first large-scale experimental campaign shows that the SSI outperforms classical passive devices, thus paving the way to a new kind of low-cost vibration mitigation systems which do not rely on dissipation.http://dx.doi.org/10.1155/2014/135767
collection DOAJ
language English
format Article
sources DOAJ
author Daniel Tirelli
spellingShingle Daniel Tirelli
Vibration Mitigation without Dissipative Devices: First Large-Scale Testing of a State Switched Inducer
Shock and Vibration
author_facet Daniel Tirelli
author_sort Daniel Tirelli
title Vibration Mitigation without Dissipative Devices: First Large-Scale Testing of a State Switched Inducer
title_short Vibration Mitigation without Dissipative Devices: First Large-Scale Testing of a State Switched Inducer
title_full Vibration Mitigation without Dissipative Devices: First Large-Scale Testing of a State Switched Inducer
title_fullStr Vibration Mitigation without Dissipative Devices: First Large-Scale Testing of a State Switched Inducer
title_full_unstemmed Vibration Mitigation without Dissipative Devices: First Large-Scale Testing of a State Switched Inducer
title_sort vibration mitigation without dissipative devices: first large-scale testing of a state switched inducer
publisher Hindawi Limited
series Shock and Vibration
issn 1070-9622
1875-9203
publishDate 2014-01-01
description A new passive device for mitigating cable vibrations is proposed and its efficiency is assessed on 45-meter long taut cables through a series of free and forced vibration tests. It consists of a unilateral spring attached perpendicularly to the cable near the anchorage. Because of its ability to change the cable dynamic behaviour through intermittent activation, the device has been called state switched inducer (SSI). The cable behaviour is shown to be deeply modified by the SSI: the forced vibration response is anharmonicc and substantially reduced in amplitude whereas the free vibration decay is largely sped up through a beating phenomenon. The vibration mitigation effect is mainly due to the activation and coupling of various vibration modes, as evidenced in the response spectra of the equipped cable. This first large-scale experimental campaign shows that the SSI outperforms classical passive devices, thus paving the way to a new kind of low-cost vibration mitigation systems which do not rely on dissipation.
url http://dx.doi.org/10.1155/2014/135767
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