Analytical investigations of square Tuned Liquid Damper (TLD) for suppressing horizontal motion of SDOF system

碩士 === 國立臺灣大學 === 土木工程學研究所 === 102 === A Tuned Liquid Damper (TLD) is a passive control device on the top of a structure so that dissipates the input excitation energy rely on the liquid sloshing in the container as well as through the liquid boundary layer friction, the free surface contamination a...

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Main Authors: NGUYEN THANH LINH, 阮青玲
Other Authors: Kuo-Chun Chang Professor
Format: Others
Language:en_US
Published: 2014
Online Access:http://ndltd.ncl.edu.tw/handle/50966685207183946035
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spelling ndltd-TW-102NTU050151462016-03-09T04:24:21Z http://ndltd.ncl.edu.tw/handle/50966685207183946035 Analytical investigations of square Tuned Liquid Damper (TLD) for suppressing horizontal motion of SDOF system 液態調諧質量阻尼器於單自由度系統試驗與分析研究 NGUYEN THANH LINH 阮青玲 碩士 國立臺灣大學 土木工程學研究所 102 A Tuned Liquid Damper (TLD) is a passive control device on the top of a structure so that dissipates the input excitation energy rely on the liquid sloshing in the container as well as through the liquid boundary layer friction, the free surface contamination and wave breaking. In order to design an efficient TLD, using Fujino’s model to illustrate the liquid behavior as well as knowing optimum TLD parameters are crucial importance. Numerical simulations of a single-degree-of-freedom (SDOF) structure, rigidly supporting a tuned liquid damper (TLD) and subjected to both wind and earthquake ground motions, show that a properly designed TLD can significantly reduce the structure''s response to these motions. The TLD is a rigid, square tank with shallow water in it. Its fundamental linear sloshing frequency is tuned to the structure''s natural frequency. The TLD is more effective in reducing structural response as the ground excitation level increases. This is because it then dissipates more energy due to sloshing and wave breaking. A larger water-depth to tank-length ratio than previous studies (0.1) suggested, which still falls within the constraint of shallow water theory, is shown to be more suitable for excitation levels expected in strong earthquake motions. A larger water-mass to structure-mass ratio is shown to be required for a TLD to remain effectiveness and ensure structural safety. Furthermore, the reduction in response is seen to be fairly insensitive to the bandwidth of the ground motion but is dependent on the structure''s natural frequency relative to the significant ground frequencies. By numerical method, therefore, observing that maximum response of system with TLD is in resonance condition. Kuo-Chun Chang Professor 張國鎮 2014 學位論文 ; thesis 149 en_US
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description 碩士 === 國立臺灣大學 === 土木工程學研究所 === 102 === A Tuned Liquid Damper (TLD) is a passive control device on the top of a structure so that dissipates the input excitation energy rely on the liquid sloshing in the container as well as through the liquid boundary layer friction, the free surface contamination and wave breaking. In order to design an efficient TLD, using Fujino’s model to illustrate the liquid behavior as well as knowing optimum TLD parameters are crucial importance. Numerical simulations of a single-degree-of-freedom (SDOF) structure, rigidly supporting a tuned liquid damper (TLD) and subjected to both wind and earthquake ground motions, show that a properly designed TLD can significantly reduce the structure''s response to these motions. The TLD is a rigid, square tank with shallow water in it. Its fundamental linear sloshing frequency is tuned to the structure''s natural frequency. The TLD is more effective in reducing structural response as the ground excitation level increases. This is because it then dissipates more energy due to sloshing and wave breaking. A larger water-depth to tank-length ratio than previous studies (0.1) suggested, which still falls within the constraint of shallow water theory, is shown to be more suitable for excitation levels expected in strong earthquake motions. A larger water-mass to structure-mass ratio is shown to be required for a TLD to remain effectiveness and ensure structural safety. Furthermore, the reduction in response is seen to be fairly insensitive to the bandwidth of the ground motion but is dependent on the structure''s natural frequency relative to the significant ground frequencies. By numerical method, therefore, observing that maximum response of system with TLD is in resonance condition.
author2 Kuo-Chun Chang Professor
author_facet Kuo-Chun Chang Professor
NGUYEN THANH LINH
阮青玲
author NGUYEN THANH LINH
阮青玲
spellingShingle NGUYEN THANH LINH
阮青玲
Analytical investigations of square Tuned Liquid Damper (TLD) for suppressing horizontal motion of SDOF system
author_sort NGUYEN THANH LINH
title Analytical investigations of square Tuned Liquid Damper (TLD) for suppressing horizontal motion of SDOF system
title_short Analytical investigations of square Tuned Liquid Damper (TLD) for suppressing horizontal motion of SDOF system
title_full Analytical investigations of square Tuned Liquid Damper (TLD) for suppressing horizontal motion of SDOF system
title_fullStr Analytical investigations of square Tuned Liquid Damper (TLD) for suppressing horizontal motion of SDOF system
title_full_unstemmed Analytical investigations of square Tuned Liquid Damper (TLD) for suppressing horizontal motion of SDOF system
title_sort analytical investigations of square tuned liquid damper (tld) for suppressing horizontal motion of sdof system
publishDate 2014
url http://ndltd.ncl.edu.tw/handle/50966685207183946035
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