Vibration control of seismic structures using semi-active friction multiple tuned mass dampers
An energy dissipation mechanism is an indispensable part of a tuned mass damper system, since it reduces the mass stroke of a system to a manageable level. Dry friction is a natural source of energy dissipation for tuned mass dampers. Nevertheless, there is no difference between a friction-type tune...
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Veröffentlicht in: | Engineering structures 2010-10, Vol.32 (10), p.3404-3417 |
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description | An energy dissipation mechanism is an indispensable part of a tuned mass damper system, since it reduces the mass stroke of a system to a manageable level. Dry friction is a natural source of energy dissipation for tuned mass dampers. Nevertheless, there is no difference between a friction-type tuned mass damper and a dead mass added to the primary structure if static friction force inactivates the mass damper. To overcome this disadvantage, this paper proposes a novel semi-active friction-type multiple tuned mass damper (SAF-MTMD) for vibration control of seismic structures. Using variable friction mechanisms, the proposed SAF-MTMD system is able to keep all of its mass units activated in an earthquake with arbitrary intensity. A comparison with a system using passive friction-type multiple tuned mass dampers (PF-MTMDs) demonstrates that the SAF-MTMD effectively suppresses the seismic motion of a structural system, while substantially reducing the strokes of each mass unit, especially for a larger intensity earthquake. This means that applying the SAF-MTMD requires less installation space than a PF-MTMD system. The current study also shows that the SAF-MTMD performs well in a low-intensity earthquake, in which the PF-MTMD is inactivated due to friction. |
doi_str_mv | 10.1016/j.engstruct.2010.07.014 |
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Dry friction is a natural source of energy dissipation for tuned mass dampers. Nevertheless, there is no difference between a friction-type tuned mass damper and a dead mass added to the primary structure if static friction force inactivates the mass damper. To overcome this disadvantage, this paper proposes a novel semi-active friction-type multiple tuned mass damper (SAF-MTMD) for vibration control of seismic structures. Using variable friction mechanisms, the proposed SAF-MTMD system is able to keep all of its mass units activated in an earthquake with arbitrary intensity. A comparison with a system using passive friction-type multiple tuned mass dampers (PF-MTMDs) demonstrates that the SAF-MTMD effectively suppresses the seismic motion of a structural system, while substantially reducing the strokes of each mass unit, especially for a larger intensity earthquake. This means that applying the SAF-MTMD requires less installation space than a PF-MTMD system. The current study also shows that the SAF-MTMD performs well in a low-intensity earthquake, in which the PF-MTMD is inactivated due to friction.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/j.engstruct.2010.07.014</identifier><identifier>CODEN: ENSTDF</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Applied sciences ; Buildings. Public works ; Dampers ; Earthquake dampers ; Energy dissipation ; Exact sciences and technology ; Friction ; Friction TMD ; Geotechnics ; Multiple tuned mass damper (MTMD) ; Non-sticking friction ; Seismic engineering ; Seismic phenomena ; Semi-active control ; Stresses. Safety ; Strokes ; Structural analysis. Stresses ; Structure-soil interaction ; Variable friction ; Vibration control</subject><ispartof>Engineering structures, 2010-10, Vol.32 (10), p.3404-3417</ispartof><rights>2010 Elsevier Ltd</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c476t-2dfd9e210268874544309a25936accb616579d45e084e3fe882f32b62ef35ce73</citedby><cites>FETCH-LOGICAL-c476t-2dfd9e210268874544309a25936accb616579d45e084e3fe882f32b62ef35ce73</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0141029610002701$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3536,27903,27904,65309</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=23289188$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Lin, Chi-Chang</creatorcontrib><creatorcontrib>Lu, Lyan-Ywan</creatorcontrib><creatorcontrib>Lin, Ging-Long</creatorcontrib><creatorcontrib>Yang, Ting-Wei</creatorcontrib><title>Vibration control of seismic structures using semi-active friction multiple tuned mass dampers</title><title>Engineering structures</title><description>An energy dissipation mechanism is an indispensable part of a tuned mass damper system, since it reduces the mass stroke of a system to a manageable level. Dry friction is a natural source of energy dissipation for tuned mass dampers. Nevertheless, there is no difference between a friction-type tuned mass damper and a dead mass added to the primary structure if static friction force inactivates the mass damper. To overcome this disadvantage, this paper proposes a novel semi-active friction-type multiple tuned mass damper (SAF-MTMD) for vibration control of seismic structures. Using variable friction mechanisms, the proposed SAF-MTMD system is able to keep all of its mass units activated in an earthquake with arbitrary intensity. A comparison with a system using passive friction-type multiple tuned mass dampers (PF-MTMDs) demonstrates that the SAF-MTMD effectively suppresses the seismic motion of a structural system, while substantially reducing the strokes of each mass unit, especially for a larger intensity earthquake. This means that applying the SAF-MTMD requires less installation space than a PF-MTMD system. The current study also shows that the SAF-MTMD performs well in a low-intensity earthquake, in which the PF-MTMD is inactivated due to friction.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Dampers</subject><subject>Earthquake dampers</subject><subject>Energy dissipation</subject><subject>Exact sciences and technology</subject><subject>Friction</subject><subject>Friction TMD</subject><subject>Geotechnics</subject><subject>Multiple tuned mass damper (MTMD)</subject><subject>Non-sticking friction</subject><subject>Seismic engineering</subject><subject>Seismic phenomena</subject><subject>Semi-active control</subject><subject>Stresses. Safety</subject><subject>Strokes</subject><subject>Structural analysis. Stresses</subject><subject>Structure-soil interaction</subject><subject>Variable friction</subject><subject>Vibration control</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2010</creationdate><recordtype>article</recordtype><recordid>eNqFkEtrGzEUhUVpoG7S31BtSrsZV6-RNEtj2iQQyKbJMkLWXAWZebi6mkD_feQ6ZJmsBFffOQc-Qr5ytuaM65_7NUyPWPISylqwemVmzbj6QFbcGtkYKeRHsqoX3jDR6U_kM-KeMSasZSvycJ922Zc0TzTMU8nzQOdIERKOKdBT7ZIB6YJpeqwfY2p8KOkJaMwp_A-Oy1DSYQBalgl6OnpE2vvxABkvyFn0A8KXl_ec3P3-9Wd71dzcXl5vNzdNUEaXRvSx70BwJrS1RrVKSdZ50XZS-xB2muvWdL1qgVkFMoK1Ikqx0wKibAMYeU6-n3oPef67ABY3JgwwDH6CeUFXS7nttBKV_PEmybXhyraa24qaExryjJghukNOo8__HGfu6N7t3at7d3TvmHHVdE1-exnxGPwQs59Cwte4kMJ23B4XNicOqpunBNlhSDAF6FOG2tnP6d2tZ-VOn8Q</recordid><startdate>20101001</startdate><enddate>20101001</enddate><creator>Lin, Chi-Chang</creator><creator>Lu, Lyan-Ywan</creator><creator>Lin, Ging-Long</creator><creator>Yang, Ting-Wei</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SM</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope><scope>7ST</scope><scope>7T2</scope><scope>7U2</scope><scope>C1K</scope><scope>SOI</scope></search><sort><creationdate>20101001</creationdate><title>Vibration control of seismic structures using semi-active friction multiple tuned mass dampers</title><author>Lin, Chi-Chang ; Lu, Lyan-Ywan ; Lin, Ging-Long ; Yang, Ting-Wei</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c476t-2dfd9e210268874544309a25936accb616579d45e084e3fe882f32b62ef35ce73</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2010</creationdate><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>Dampers</topic><topic>Earthquake dampers</topic><topic>Energy dissipation</topic><topic>Exact sciences and technology</topic><topic>Friction</topic><topic>Friction TMD</topic><topic>Geotechnics</topic><topic>Multiple tuned mass damper (MTMD)</topic><topic>Non-sticking friction</topic><topic>Seismic engineering</topic><topic>Seismic phenomena</topic><topic>Semi-active control</topic><topic>Stresses. Safety</topic><topic>Strokes</topic><topic>Structural analysis. Stresses</topic><topic>Structure-soil interaction</topic><topic>Variable friction</topic><topic>Vibration control</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Lin, Chi-Chang</creatorcontrib><creatorcontrib>Lu, Lyan-Ywan</creatorcontrib><creatorcontrib>Lin, Ging-Long</creatorcontrib><creatorcontrib>Yang, Ting-Wei</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Earthquake Engineering Abstracts</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Environment Abstracts</collection><collection>Health and Safety Science Abstracts (Full archive)</collection><collection>Safety Science and Risk</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Environment Abstracts</collection><jtitle>Engineering structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Lin, Chi-Chang</au><au>Lu, Lyan-Ywan</au><au>Lin, Ging-Long</au><au>Yang, Ting-Wei</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Vibration control of seismic structures using semi-active friction multiple tuned mass dampers</atitle><jtitle>Engineering structures</jtitle><date>2010-10-01</date><risdate>2010</risdate><volume>32</volume><issue>10</issue><spage>3404</spage><epage>3417</epage><pages>3404-3417</pages><issn>0141-0296</issn><eissn>1873-7323</eissn><coden>ENSTDF</coden><abstract>An energy dissipation mechanism is an indispensable part of a tuned mass damper system, since it reduces the mass stroke of a system to a manageable level. Dry friction is a natural source of energy dissipation for tuned mass dampers. Nevertheless, there is no difference between a friction-type tuned mass damper and a dead mass added to the primary structure if static friction force inactivates the mass damper. To overcome this disadvantage, this paper proposes a novel semi-active friction-type multiple tuned mass damper (SAF-MTMD) for vibration control of seismic structures. Using variable friction mechanisms, the proposed SAF-MTMD system is able to keep all of its mass units activated in an earthquake with arbitrary intensity. A comparison with a system using passive friction-type multiple tuned mass dampers (PF-MTMDs) demonstrates that the SAF-MTMD effectively suppresses the seismic motion of a structural system, while substantially reducing the strokes of each mass unit, especially for a larger intensity earthquake. This means that applying the SAF-MTMD requires less installation space than a PF-MTMD system. The current study also shows that the SAF-MTMD performs well in a low-intensity earthquake, in which the PF-MTMD is inactivated due to friction.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2010.07.014</doi><tpages>14</tpages></addata></record> |
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subjects | Applied sciences Buildings. Public works Dampers Earthquake dampers Energy dissipation Exact sciences and technology Friction Friction TMD Geotechnics Multiple tuned mass damper (MTMD) Non-sticking friction Seismic engineering Seismic phenomena Semi-active control Stresses. Safety Strokes Structural analysis. Stresses Structure-soil interaction Variable friction Vibration control |
title | Vibration control of seismic structures using semi-active friction multiple tuned mass dampers |
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