Experiment and Analysis of a Fuzzy-controlled Stiffness Controllable Mass Damper System

碩士 === 國立成功大學 === 土木工程學系 === 103 === The conventional tuned mass damper (TMD) is an effective control device for vibration suppression. However, larger stroke is required for better performance. To resolve this problem, leverage-type stiffness controllable mass damper (LSCMD), a semi-active mass dam...

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Main Authors: Ci-ChengChen, 陳祈丞
Other Authors: Shih-Yu Chu
Format: Others
Language:zh-TW
Published: 2015
Online Access:http://ndltd.ncl.edu.tw/handle/15768823693877731034
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spelling ndltd-TW-103NCKU50150832016-08-15T04:17:48Z http://ndltd.ncl.edu.tw/handle/15768823693877731034 Experiment and Analysis of a Fuzzy-controlled Stiffness Controllable Mass Damper System 模糊控制律於勁度可控質量阻尼器系統之實驗驗證 Ci-ChengChen 陳祈丞 碩士 國立成功大學 土木工程學系 103 The conventional tuned mass damper (TMD) is an effective control device for vibration suppression. However, larger stroke is required for better performance. To resolve this problem, leverage-type stiffness controllable mass damper (LSCMD), a semi-active mass damper, is proposed in this study. By adopting the fuzzy control rule (FCR), the control performance of the LSCMD is compared with the linear quadratic regulator (LQR) and the least energy method (LEM) rules. Different semi-active control rules will drive the pivot position of the lever-arm of the LSCMD and be able to control the damper stiffness and restoring force in real-time. On the stroke suppression performance, FCR is better than LQR. Moreover, FCR and LEM have similar control performance on displacement suppression at the isolated floor. The simulation results showed that the FCR has very good control results and it does not need to identify the precise parameters of system. Finally, the experimental verification of its applicability is conducted by a series of shak-ing table tests. Shih-Yu Chu 朱世禹 2015 學位論文 ; thesis 208 zh-TW
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description 碩士 === 國立成功大學 === 土木工程學系 === 103 === The conventional tuned mass damper (TMD) is an effective control device for vibration suppression. However, larger stroke is required for better performance. To resolve this problem, leverage-type stiffness controllable mass damper (LSCMD), a semi-active mass damper, is proposed in this study. By adopting the fuzzy control rule (FCR), the control performance of the LSCMD is compared with the linear quadratic regulator (LQR) and the least energy method (LEM) rules. Different semi-active control rules will drive the pivot position of the lever-arm of the LSCMD and be able to control the damper stiffness and restoring force in real-time. On the stroke suppression performance, FCR is better than LQR. Moreover, FCR and LEM have similar control performance on displacement suppression at the isolated floor. The simulation results showed that the FCR has very good control results and it does not need to identify the precise parameters of system. Finally, the experimental verification of its applicability is conducted by a series of shak-ing table tests.
author2 Shih-Yu Chu
author_facet Shih-Yu Chu
Ci-ChengChen
陳祈丞
author Ci-ChengChen
陳祈丞
spellingShingle Ci-ChengChen
陳祈丞
Experiment and Analysis of a Fuzzy-controlled Stiffness Controllable Mass Damper System
author_sort Ci-ChengChen
title Experiment and Analysis of a Fuzzy-controlled Stiffness Controllable Mass Damper System
title_short Experiment and Analysis of a Fuzzy-controlled Stiffness Controllable Mass Damper System
title_full Experiment and Analysis of a Fuzzy-controlled Stiffness Controllable Mass Damper System
title_fullStr Experiment and Analysis of a Fuzzy-controlled Stiffness Controllable Mass Damper System
title_full_unstemmed Experiment and Analysis of a Fuzzy-controlled Stiffness Controllable Mass Damper System
title_sort experiment and analysis of a fuzzy-controlled stiffness controllable mass damper system
publishDate 2015
url http://ndltd.ncl.edu.tw/handle/15768823693877731034
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