Preliminary study on tuned mass damper utilization to reduce wave-induced vibration of jacket platforms

Purpose During its operation, vibrations in jacket platform due to high operational and environmental loads could reduce its productivity and endanger its safety. Tuned mass damper (TMD) is one of the vibration control devices commonly used in buildings to reduce their response. Basically, TMD is a...

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Published in:International Journal of Structural Integrity
Main Authors: Zahra, Faridah, Rildova, Rildova, Adiyastuti, Sri Murti, Falahi, Fajrin
Format: Article in Journal/Newspaper
Language:English
Published: Emerald 2019
Subjects:
Online Access:http://dx.doi.org/10.1108/ijsi-03-2018-0015
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spelling cremerald:10.1108/ijsi-03-2018-0015 2024-06-09T07:49:19+00:00 Preliminary study on tuned mass damper utilization to reduce wave-induced vibration of jacket platforms Zahra, Faridah Rildova, Rildova Adiyastuti, Sri Murti Falahi, Fajrin 2019 http://dx.doi.org/10.1108/ijsi-03-2018-0015 https://www.emerald.com/insight/content/doi/10.1108/IJSI-03-2018-0015/full/xml https://www.emerald.com/insight/content/doi/10.1108/IJSI-03-2018-0015/full/html en eng Emerald https://www.emerald.com/insight/site-policies International Journal of Structural Integrity volume 10, issue 1, page 2-12 ISSN 1757-9864 journal-article 2019 cremerald https://doi.org/10.1108/ijsi-03-2018-0015 2024-05-15T13:25:33Z Purpose During its operation, vibrations in jacket platform due to high operational and environmental loads could reduce its productivity and endanger its safety. Tuned mass damper (TMD) is one of the vibration control devices commonly used in buildings to reduce their response. Basically, TMD is a device attached to a structure as a mass on properly tuned spring and damping elements. The purpose of this paper is to study the utilization of TMD to reduce the wave-induced vibration of platforms. Design/methodology/approach First, the study investigates the optimum TMD parameters to reduce the response of the platform. The effectiveness of the optimized TMD in reducing platform response due to wave load is then analyzed. Finally, the reduced response of the platform is attributed to an extension of platform service life. Cyclic load in the form of vibration is related to cyclic stress on the tubular connections on a jacket platform, which causes fatigue failure. Fatigue performance of a platform is quantified by its fatigue life, which should be at least twice the intended service life. Findings It is found that the optimized TMD cannot be achieved by simply adjusting the TMD damping as high as possible. The results show that the response of controlled platforms by properly tuned TMD could be reduced by about 20 percent from the uncontrolled case. Originality/value Although vibration of a structure can be reduced by increasing its stiffness, this approach is considered not economical since it increases the cost for material construction. With the falling of oil prices, an optimization of jacket platform structure is considered necessary to reduce its construction cost. TMD can be used as an alternate solution, even though the only recorded utilization of TMD on a jacket platform is known in Sakhalin Platform in Russia. This fact gives a motivation to carry out more studies about TMD application on jacket platform, as this device is already used in numerous of inland structures. Article in Journal/Newspaper Sakhalin Emerald International Journal of Structural Integrity 10 1 2 12
institution Open Polar
collection Emerald
op_collection_id cremerald
language English
description Purpose During its operation, vibrations in jacket platform due to high operational and environmental loads could reduce its productivity and endanger its safety. Tuned mass damper (TMD) is one of the vibration control devices commonly used in buildings to reduce their response. Basically, TMD is a device attached to a structure as a mass on properly tuned spring and damping elements. The purpose of this paper is to study the utilization of TMD to reduce the wave-induced vibration of platforms. Design/methodology/approach First, the study investigates the optimum TMD parameters to reduce the response of the platform. The effectiveness of the optimized TMD in reducing platform response due to wave load is then analyzed. Finally, the reduced response of the platform is attributed to an extension of platform service life. Cyclic load in the form of vibration is related to cyclic stress on the tubular connections on a jacket platform, which causes fatigue failure. Fatigue performance of a platform is quantified by its fatigue life, which should be at least twice the intended service life. Findings It is found that the optimized TMD cannot be achieved by simply adjusting the TMD damping as high as possible. The results show that the response of controlled platforms by properly tuned TMD could be reduced by about 20 percent from the uncontrolled case. Originality/value Although vibration of a structure can be reduced by increasing its stiffness, this approach is considered not economical since it increases the cost for material construction. With the falling of oil prices, an optimization of jacket platform structure is considered necessary to reduce its construction cost. TMD can be used as an alternate solution, even though the only recorded utilization of TMD on a jacket platform is known in Sakhalin Platform in Russia. This fact gives a motivation to carry out more studies about TMD application on jacket platform, as this device is already used in numerous of inland structures.
format Article in Journal/Newspaper
author Zahra, Faridah
Rildova, Rildova
Adiyastuti, Sri Murti
Falahi, Fajrin
spellingShingle Zahra, Faridah
Rildova, Rildova
Adiyastuti, Sri Murti
Falahi, Fajrin
Preliminary study on tuned mass damper utilization to reduce wave-induced vibration of jacket platforms
author_facet Zahra, Faridah
Rildova, Rildova
Adiyastuti, Sri Murti
Falahi, Fajrin
author_sort Zahra, Faridah
title Preliminary study on tuned mass damper utilization to reduce wave-induced vibration of jacket platforms
title_short Preliminary study on tuned mass damper utilization to reduce wave-induced vibration of jacket platforms
title_full Preliminary study on tuned mass damper utilization to reduce wave-induced vibration of jacket platforms
title_fullStr Preliminary study on tuned mass damper utilization to reduce wave-induced vibration of jacket platforms
title_full_unstemmed Preliminary study on tuned mass damper utilization to reduce wave-induced vibration of jacket platforms
title_sort preliminary study on tuned mass damper utilization to reduce wave-induced vibration of jacket platforms
publisher Emerald
publishDate 2019
url http://dx.doi.org/10.1108/ijsi-03-2018-0015
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genre Sakhalin
genre_facet Sakhalin
op_source International Journal of Structural Integrity
volume 10, issue 1, page 2-12
ISSN 1757-9864
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op_doi https://doi.org/10.1108/ijsi-03-2018-0015
container_title International Journal of Structural Integrity
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