Comparative study on four TMD vibration control simulation methods of wind turbine tower
The increases of height and blade size of the wind turbine structure and the high-rise tower structures may generate obvious dynamic responses and large amplitude displacements,even happen with fatigue,buckling,sloping or overturning accidents under wind load.In this paper,taking a wind turbine stru...
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| Veröffentlicht in: | 河南理工大学学报. 自然科学版 2020-01, Vol.39 (2), p.85 |
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| container_title | 河南理工大学学报. 自然科学版 |
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| creator | Huang, Zhuye Ni, Ling Qiu, Haofeng Wang, Zhenyu |
| description | The increases of height and blade size of the wind turbine structure and the high-rise tower structures may generate obvious dynamic responses and large amplitude displacements,even happen with fatigue,buckling,sloping or overturning accidents under wind load.In this paper,taking a wind turbine structure of 1.5 MW as an example,the finite element model under wind load was established with ABAQUS software to analyze the vibration responses under the non-controlled status compared with other schemes of installing single tuned mass damper(STMD),bi-tuned mass dampers(BTMDs)and quad-tuned mass dampers(QTMDs),so as to put forward feasible suggestions for vibration control methods and effectively reduce the probability of accidents.The numerical results showed that when STMD was installed,the peak acceleration on the top of the wind turbine tower decreased by 37.89%.Compared with non-controlled status,STMD had a good effect on the vibration control of the wind turbine,and the damping effect of installing STMD was be |
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Comparative studies ; Computer simulation ; Control methods ; Control simulation ; Damping ; Finite element method ; High rise buildings ; Mathematical models ; Turbines ; Vibration analysis ; Vibration control ; Vibration isolators ; Vibration mode ; Wind loads ; Wind turbines</subject><ispartof>河南理工大学学报. 自然科学版, 2020-01, Vol.39 (2), p.85</ispartof><rights>Copyright Henan Polytechnic University 2020</rights><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780</link.rule.ids></links><search><creatorcontrib>Huang, Zhuye</creatorcontrib><creatorcontrib>Ni, Ling</creatorcontrib><creatorcontrib>Qiu, Haofeng</creatorcontrib><creatorcontrib>Wang, Zhenyu</creatorcontrib><title>Comparative study on four TMD vibration control simulation methods of wind turbine tower</title><title>河南理工大学学报. 自然科学版</title><description>The increases of height and blade size of the wind turbine structure and the high-rise tower structures may generate obvious dynamic responses and large amplitude displacements,even happen with fatigue,buckling,sloping or overturning accidents under wind load.In this paper,taking a wind turbine structure of 1.5 MW as an example,the finite element model under wind load was established with ABAQUS software to analyze the vibration responses under the non-controlled status compared with other schemes of installing single tuned mass damper(STMD),bi-tuned mass dampers(BTMDs)and quad-tuned mass dampers(QTMDs),so as to put forward feasible suggestions for vibration control methods and effectively reduce the probability of accidents.The numerical results showed that when STMD was installed,the peak acceleration on the top of the wind turbine tower decreased by 37.89%.Compared with non-controlled status,STMD had a good effect on the vibration control of the wind turbine,and the damping effect of installing STMD was be</description><subject>Accidents</subject><subject>Comparative studies</subject><subject>Computer simulation</subject><subject>Control methods</subject><subject>Control simulation</subject><subject>Damping</subject><subject>Finite element method</subject><subject>High rise buildings</subject><subject>Mathematical models</subject><subject>Turbines</subject><subject>Vibration analysis</subject><subject>Vibration control</subject><subject>Vibration isolators</subject><subject>Vibration mode</subject><subject>Wind loads</subject><subject>Wind turbines</subject><issn>1673-9787</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNqNjcEKgkAURWdRkJT_8KC14DiYuraiTTsX7UJzpAmdZ_NmlP6-ifqAuIsL51y4CxbwXSaiIsuzFQuJVBNzHyHiJGCXEoexNrVVkwSyrn0BaujQGajOe5hU83Ee3VBbgz2QGlz_RYO0d2wJsINZ6RasM43SEizO0mzYsqt7kuGv12x7PFTlKRoNPp0ke334E-3VNRFFmuSc81T8t3oDHE5CyA</recordid><startdate>20200101</startdate><enddate>20200101</enddate><creator>Huang, Zhuye</creator><creator>Ni, Ling</creator><creator>Qiu, Haofeng</creator><creator>Wang, Zhenyu</creator><general>Henan Polytechnic University</general><scope>7SC</scope><scope>7SP</scope><scope>7SR</scope><scope>7TB</scope><scope>7U5</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>JQ2</scope><scope>KR7</scope><scope>L7M</scope><scope>L~C</scope><scope>L~D</scope></search><sort><creationdate>20200101</creationdate><title>Comparative study on four TMD vibration control simulation methods of wind turbine tower</title><author>Huang, Zhuye ; 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| issn | 1673-9787 |
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| source | DOAJ Directory of Open Access Journals |
| subjects | Accidents Comparative studies Computer simulation Control methods Control simulation Damping Finite element method High rise buildings Mathematical models Turbines Vibration analysis Vibration control Vibration isolators Vibration mode Wind loads Wind turbines |
| title | Comparative study on four TMD vibration control simulation methods of wind turbine tower |
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