Mitigation of micro vibration by viscous dampers
This study proposes a micro vibration mitigation system using viscous dampers to solve the problem of vibration in a high-tech building. Due to the operating frequency of the air conditioners and fundamental mode of the floors, a resonant phenomenon is occasionally experienced at the upper levels of...
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Veröffentlicht in: | Earthquake Engineering and Engineering Vibration 2009-12, Vol.8 (4), p.569-582 |
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creator | Lin, Tzu-Kang Chen, Chun-Chung Chang, Kuo-Chun Jay Lin, Chu-Chieh Hwang, Jenn-Shin |
description | This study proposes a micro vibration mitigation system using viscous dampers to solve the problem of vibration in a high-tech building. Due to the operating frequency of the air conditioners and fundamental mode of the floors, a resonant phenomenon is occasionally experienced at the upper levels of the structure. Several strategies were considered, and viscous dampers combined with a suspension system were chosen to mitigate this annoying situation. A theoretical analysis was first executed to determine the optimal design value of the damper and the suspension spring. An efficient reduction in floor velocity of approximately 50 % was achieved by the proposed system. Practical verifications including a performance test of the micro-vibration-oriented dampers, the pragmatic application result, and a comparison in one-third octave spectrum was then carried out. The performance of the system was demonstrated by the data measured. It alleviated more trembling than was numerically expected. The energy absorbed by the viscous dampers is illustrated by the hysteresis loops and the one-third octave spectrum. It is found that with the proposed system, the vibration can be effectively captured by the viscous damper and converted to lower frequency-content tremors. The success of this project greatly supports the proposed standard two-stage analysis procedure for mitigating micro-vibration problems in practice. This research extends the use of viscous dampers to a new field. |
doi_str_mv | 10.1007/s11803-009-9074-8 |
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Due to the operating frequency of the air conditioners and fundamental mode of the floors, a resonant phenomenon is occasionally experienced at the upper levels of the structure. Several strategies were considered, and viscous dampers combined with a suspension system were chosen to mitigate this annoying situation. A theoretical analysis was first executed to determine the optimal design value of the damper and the suspension spring. An efficient reduction in floor velocity of approximately 50 % was achieved by the proposed system. Practical verifications including a performance test of the micro-vibration-oriented dampers, the pragmatic application result, and a comparison in one-third octave spectrum was then carried out. The performance of the system was demonstrated by the data measured. It alleviated more trembling than was numerically expected. The energy absorbed by the viscous dampers is illustrated by the hysteresis loops and the one-third octave spectrum. It is found that with the proposed system, the vibration can be effectively captured by the viscous damper and converted to lower frequency-content tremors. The success of this project greatly supports the proposed standard two-stage analysis procedure for mitigating micro-vibration problems in practice. This research extends the use of viscous dampers to a new field.</description><identifier>ISSN: 1671-3664</identifier><identifier>EISSN: 1993-503X</identifier><identifier>DOI: 10.1007/s11803-009-9074-8</identifier><language>eng</language><publisher>Heidelberg: Institute of Engineering Mechanics, China Earthquake Administration</publisher><subject>Civil Engineering ; Control ; Dynamical Systems ; Earth and Environmental Science ; Earth Sciences ; Frequency distribution ; Geotechnical Engineering & Applied Earth Sciences ; Seismic engineering ; Structural engineering ; Theoretical analysis ; Vibration ; 共振现象 ; 减灾系统 ; 微振动 ; 悬挂系统 ; 振动问题 ; 粘性阻尼器 ; 粘滞阻尼器 ; 运行频率</subject><ispartof>Earthquake Engineering and Engineering Vibration, 2009-12, Vol.8 (4), p.569-582</ispartof><rights>Institute of Engineering Mechanics, China Earthquake Administration and Springer Berlin Heidelberg 2009</rights><rights>Copyright © Wanfang Data Co. Ltd. All Rights Reserved.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a434t-5072d4ebc1910b0292b9f4286658daca038083d076a4fc02daaa2304f7d31c5f3</citedby><cites>FETCH-LOGICAL-a434t-5072d4ebc1910b0292b9f4286658daca038083d076a4fc02daaa2304f7d31c5f3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Uhttp://image.cqvip.com/vip1000/qk/86651X/86651X.jpg</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s11803-009-9074-8$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s11803-009-9074-8$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,780,784,27924,27925,41488,42557,51319</link.rule.ids></links><search><creatorcontrib>Lin, Tzu-Kang</creatorcontrib><creatorcontrib>Chen, Chun-Chung</creatorcontrib><creatorcontrib>Chang, Kuo-Chun</creatorcontrib><creatorcontrib>Jay Lin, Chu-Chieh</creatorcontrib><creatorcontrib>Hwang, Jenn-Shin</creatorcontrib><title>Mitigation of micro vibration by viscous dampers</title><title>Earthquake Engineering and Engineering Vibration</title><addtitle>Earthq. Eng. Eng. Vib</addtitle><addtitle>Earthquake Engineering and Engineering Vibration</addtitle><description>This study proposes a micro vibration mitigation system using viscous dampers to solve the problem of vibration in a high-tech building. Due to the operating frequency of the air conditioners and fundamental mode of the floors, a resonant phenomenon is occasionally experienced at the upper levels of the structure. Several strategies were considered, and viscous dampers combined with a suspension system were chosen to mitigate this annoying situation. A theoretical analysis was first executed to determine the optimal design value of the damper and the suspension spring. An efficient reduction in floor velocity of approximately 50 % was achieved by the proposed system. Practical verifications including a performance test of the micro-vibration-oriented dampers, the pragmatic application result, and a comparison in one-third octave spectrum was then carried out. The performance of the system was demonstrated by the data measured. It alleviated more trembling than was numerically expected. The energy absorbed by the viscous dampers is illustrated by the hysteresis loops and the one-third octave spectrum. It is found that with the proposed system, the vibration can be effectively captured by the viscous damper and converted to lower frequency-content tremors. The success of this project greatly supports the proposed standard two-stage analysis procedure for mitigating micro-vibration problems in practice. This research extends the use of viscous dampers to a new field.</description><subject>Civil Engineering</subject><subject>Control</subject><subject>Dynamical Systems</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Frequency distribution</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Seismic engineering</subject><subject>Structural engineering</subject><subject>Theoretical analysis</subject><subject>Vibration</subject><subject>共振现象</subject><subject>减灾系统</subject><subject>微振动</subject><subject>悬挂系统</subject><subject>振动问题</subject><subject>粘性阻尼器</subject><subject>粘滞阻尼器</subject><subject>运行频率</subject><issn>1671-3664</issn><issn>1993-503X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2009</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNp9kEtLAzEUhYMoWKs_wF1x48bRm8fksZTiCxQ3Cu5CJpOMU-fRJq3S_npTpii4cJXk8p1zTw5CpxguMYC4ihhLoBmAyhQIlsk9NMJK0SwH-raf7lzgjHLODtFRjDMAzgjlIwRP9bKuzLLuu0nvJ21tQz_5rIswjIp1ekTbr-KkNO3chXiMDrxpojvZnWP0envzMr3PHp_vHqbXj5lhlC3TWkFK5gqLFYYCiCKF8oxIznNZGmuASpC0BMEN8xZIaYwhFJgXJcU293SMLgbfL9N501V61q9ClzbqclPZdWU3pXYk_RcYYEj4-YDPQ79YubjUbcrtmsZ0LqXXglGeesplIs_-kD_OBKTKlUjsGOEBSnXEGJzX81C3Jqw1Br0tXA-F6xRAbwvXW2MyaGJiu8qFX-P_RLs09r3vqkXS6cLYD183TlPClQAh6Td7CoyS</recordid><startdate>20091201</startdate><enddate>20091201</enddate><creator>Lin, Tzu-Kang</creator><creator>Chen, Chun-Chung</creator><creator>Chang, Kuo-Chun</creator><creator>Jay Lin, Chu-Chieh</creator><creator>Hwang, Jenn-Shin</creator><general>Institute of Engineering Mechanics, China Earthquake Administration</general><general>Springer Nature B.V</general><general>Center for Research on Earthquake Engineering (NCREE), No. 200, Sec. 3, Shin-Hai Rd., Chinese Taipei%Department of Civil Engineering, Taiwan University, Chinese Taipei%Department of Construction Engineering, Taiwan University of Science and Technology, Chinese Taipei</general><scope>2RA</scope><scope>92L</scope><scope>CQIGP</scope><scope>W92</scope><scope>~WA</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7ST</scope><scope>7TG</scope><scope>7TN</scope><scope>7XB</scope><scope>88I</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FK</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>H96</scope><scope>HCIFZ</scope><scope>KL.</scope><scope>KR7</scope><scope>L.G</scope><scope>L6V</scope><scope>M2P</scope><scope>M7S</scope><scope>PATMY</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>PYCSY</scope><scope>Q9U</scope><scope>SOI</scope><scope>7SM</scope><scope>2B.</scope><scope>4A8</scope><scope>92I</scope><scope>93N</scope><scope>PSX</scope><scope>TCJ</scope></search><sort><creationdate>20091201</creationdate><title>Mitigation of micro vibration by viscous dampers</title><author>Lin, Tzu-Kang ; 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Eng. Eng. Vib</stitle><addtitle>Earthquake Engineering and Engineering Vibration</addtitle><date>2009-12-01</date><risdate>2009</risdate><volume>8</volume><issue>4</issue><spage>569</spage><epage>582</epage><pages>569-582</pages><issn>1671-3664</issn><eissn>1993-503X</eissn><abstract>This study proposes a micro vibration mitigation system using viscous dampers to solve the problem of vibration in a high-tech building. Due to the operating frequency of the air conditioners and fundamental mode of the floors, a resonant phenomenon is occasionally experienced at the upper levels of the structure. Several strategies were considered, and viscous dampers combined with a suspension system were chosen to mitigate this annoying situation. A theoretical analysis was first executed to determine the optimal design value of the damper and the suspension spring. An efficient reduction in floor velocity of approximately 50 % was achieved by the proposed system. Practical verifications including a performance test of the micro-vibration-oriented dampers, the pragmatic application result, and a comparison in one-third octave spectrum was then carried out. The performance of the system was demonstrated by the data measured. It alleviated more trembling than was numerically expected. The energy absorbed by the viscous dampers is illustrated by the hysteresis loops and the one-third octave spectrum. It is found that with the proposed system, the vibration can be effectively captured by the viscous damper and converted to lower frequency-content tremors. The success of this project greatly supports the proposed standard two-stage analysis procedure for mitigating micro-vibration problems in practice. This research extends the use of viscous dampers to a new field.</abstract><cop>Heidelberg</cop><pub>Institute of Engineering Mechanics, China Earthquake Administration</pub><doi>10.1007/s11803-009-9074-8</doi><tpages>14</tpages></addata></record> |
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subjects | Civil Engineering Control Dynamical Systems Earth and Environmental Science Earth Sciences Frequency distribution Geotechnical Engineering & Applied Earth Sciences Seismic engineering Structural engineering Theoretical analysis Vibration 共振现象 减灾系统 微振动 悬挂系统 振动问题 粘性阻尼器 粘滞阻尼器 运行频率 |
title | Mitigation of micro vibration by viscous dampers |
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