Active Vibration Control of Triple Flexible Structures Arranged in Parallel
In this paper we propose an active vibration control method for multiple high-rise buildings arranged in parallel. According to the proposed method, some flexible buildings connected by control devices called "active control bridges", are controlled through active interactions among them....
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| Veröffentlicht in: | JSME International Journal Series C Mechanical Systems, Machine Elements and Manufacturing Machine Elements and Manufacturing, 2000/09/15, Vol.43(3), pp.712-718 |
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| container_title | JSME International Journal Series C Mechanical Systems, Machine Elements and Manufacturing |
| container_volume | 43 |
| creator | HARAMOTO, Hideki SETO, Kazuto KOIKE, Yuji |
| description | In this paper we propose an active vibration control method for multiple high-rise buildings arranged in parallel. According to the proposed method, some flexible buildings connected by control devices called "active control bridges", are controlled through active interactions among them. This method has the merit of achieving sufficient control force under low frequency. Using this method, it is possible to control vibrations of super-tall buildings against strong winds and large earthquakes. In this study, three model buildings are connected with two actuators. The objective of this research is to control the first bending and torsional modes of each building using this method. The control effect is evaluated by exciting the base of the structures by time response and measuring the frequency response of the structures. Both simulation and experimental results show that fairly good control performance has been achieved by this method. |
| doi_str_mv | 10.1299/jsmec.43.712 |
| format | Article |
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According to the proposed method, some flexible buildings connected by control devices called "active control bridges", are controlled through active interactions among them. This method has the merit of achieving sufficient control force under low frequency. Using this method, it is possible to control vibrations of super-tall buildings against strong winds and large earthquakes. In this study, three model buildings are connected with two actuators. The objective of this research is to control the first bending and torsional modes of each building using this method. The control effect is evaluated by exciting the base of the structures by time response and measuring the frequency response of the structures. 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Both simulation and experimental results show that fairly good control performance has been achieved by this method.</description><subject>Active Control Bridge</subject><subject>Applied sciences</subject><subject>Building insulation</subject><subject>Buildings</subject><subject>Buildings. Public works</subject><subject>Exact sciences and technology</subject><subject>External envelopes</subject><subject>Fundamental areas of phenomenology (including applications)</subject><subject>Geotechnics</subject><subject>Physics</subject><subject>Solid mechanics</subject><subject>Structural and continuum mechanics</subject><subject>Structure-soil interaction</subject><subject>Super-Tall Building</subject><subject>Triple Flexible Structures</subject><subject>Vibration Control</subject><subject>Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)</subject><subject>Vibrations and mechanical waves</subject><issn>1344-7653</issn><issn>1347-538X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2000</creationdate><recordtype>article</recordtype><recordid>eNpNkN9LwzAQx4soOHRv_gEFX-1Meml-PI6xqThQcIpvIU3TmZG1M0lF_3u7VYYvdwf3vc_dfZPkCqMJzoW43YSt0RMCE4bzk2SEgbCsAP5-eqhJxmgB58k4BFsilBNOKKOj5HGqo_0y6ZstvYq2bdJZ20TfurSt05W3O2fShTPftuyLl-g7HTtvQjr1XjVrU6W2SZ-VV84Zd5mc1coFM_7LF8nrYr6a3WfLp7uH2XSZ6QJYzBSAohUoJAiBquZUiZoiSvubirICgYWhiNUFLXNdlgxQxSpdciwYQoQDhYvkeuDufPvZmRDlpu1806-UuP-qAMjZXnUzqLRvQ_Cmljtvt8r_SIzk3jF5cEwSkL1j_6AqaOXq_j1tw3GGA3C-V80H1SZEtTbHtvLRamcGJBaC7bEwhJ5-7OsP5aVp4BcCs4Nc</recordid><startdate>2000</startdate><enddate>2000</enddate><creator>HARAMOTO, Hideki</creator><creator>SETO, Kazuto</creator><creator>KOIKE, Yuji</creator><general>The Japan Society of Mechanical Engineers</general><general>Japan Society of Mechanical Engineers</general><general>Japan Science and Technology Agency</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope></search><sort><creationdate>2000</creationdate><title>Active Vibration Control of Triple Flexible Structures Arranged in Parallel</title><author>HARAMOTO, Hideki ; SETO, Kazuto ; KOIKE, Yuji</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c537t-a33a6d3a09443df86a9f60662485bd3919e607f56b2cbb730d7dcb81970048363</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2000</creationdate><topic>Active Control Bridge</topic><topic>Applied sciences</topic><topic>Building insulation</topic><topic>Buildings</topic><topic>Buildings. 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| ispartof | JSME International Journal Series C Mechanical Systems, Machine Elements and Manufacturing, 2000/09/15, Vol.43(3), pp.712-718 |
| issn | 1344-7653 1347-538X |
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| source | Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals; J-STAGE (Japan Science & Technology Information Aggregator, Electronic) Freely Available Titles - Japanese |
| subjects | Active Control Bridge Applied sciences Building insulation Buildings Buildings. Public works Exact sciences and technology External envelopes Fundamental areas of phenomenology (including applications) Geotechnics Physics Solid mechanics Structural and continuum mechanics Structure-soil interaction Super-Tall Building Triple Flexible Structures Vibration Control Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...) Vibrations and mechanical waves |
| title | Active Vibration Control of Triple Flexible Structures Arranged in Parallel |
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