DESIGN METHOD OF TUNED VISCOUS MASS DAMPER FOR MULTI-DEGREE-OF-FREEDOM STRUCTURES CONSIDERING THE OVERALL BENDING DEFORMATION
A tuned viscous mass damper (TVMD) that tunes only the shear component of a flexural shear-type model was examined, and the range of application of a design method for shear-bending model with TVMD was investigated. It was found that the design for the equivalent shear model is applicable when the b...
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| Veröffentlicht in: | Journal of Structural and Construction Engineering (Transactions of AIJ) 2023/01/01, Vol.88(803), pp.71-80 |
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| container_title | Journal of Structural and Construction Engineering (Transactions of AIJ) |
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| creator | FUJISE, Wataru IKENAGA, Masahiro |
| description | A tuned viscous mass damper (TVMD) that tunes only the shear component of a flexural shear-type model was examined, and the range of application of a design method for shear-bending model with TVMD was investigated. It was found that the design for the equivalent shear model is applicable when the bending deformation ratio of the structure is small. On the other hand, when the bending deformation ratio is large, the TVMD can be designed by considering the overall bending deformation, and it is shown that the damping performance can be assured by updating only the support stiffness of the TVMD. |
| doi_str_mv | 10.3130/aijs.88.71 |
| format | Article |
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It was found that the design for the equivalent shear model is applicable when the bending deformation ratio of the structure is small. On the other hand, when the bending deformation ratio is large, the TVMD can be designed by considering the overall bending deformation, and it is shown that the damping performance can be assured by updating only the support stiffness of the TVMD.</description><identifier>ISSN: 1340-4202</identifier><identifier>EISSN: 1881-8153</identifier><identifier>DOI: 10.3130/aijs.88.71</identifier><language>jpn</language><publisher>Tokyo: Architectural Institute of Japan</publisher><subject>Bending ; Damping ; Deformation ; Degrees of freedom ; Dynamic mass ; Fixed Point Theory ; Multi-Degree-of-Freedom system ; Shear ; Shear-bending model ; Stiffness ; Tuned viscous mass damper</subject><ispartof>Journal of Structural and Construction Engineering (Transactions of AIJ), 2023/01/01, Vol.88(803), pp.71-80</ispartof><rights>2023, Architectural Institute of Japan</rights><rights>Copyright Japan Science and Technology Agency 2023</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,1877,27901,27902</link.rule.ids></links><search><creatorcontrib>FUJISE, Wataru</creatorcontrib><creatorcontrib>IKENAGA, Masahiro</creatorcontrib><title>DESIGN METHOD OF TUNED VISCOUS MASS DAMPER FOR MULTI-DEGREE-OF-FREEDOM STRUCTURES CONSIDERING THE OVERALL BENDING DEFORMATION</title><title>Journal of Structural and Construction Engineering (Transactions of AIJ)</title><addtitle>J. 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On the other hand, when the bending deformation ratio is large, the TVMD can be designed by considering the overall bending deformation, and it is shown that the damping performance can be assured by updating only the support stiffness of the TVMD.</description><subject>Bending</subject><subject>Damping</subject><subject>Deformation</subject><subject>Degrees of freedom</subject><subject>Dynamic mass</subject><subject>Fixed Point Theory</subject><subject>Multi-Degree-of-Freedom system</subject><subject>Shear</subject><subject>Shear-bending model</subject><subject>Stiffness</subject><subject>Tuned viscous mass damper</subject><issn>1340-4202</issn><issn>1881-8153</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><recordid>eNo9kMtOwzAQRSMEEqWw4QsssXbxI43dFQqxk0ZKYpQ43VpuHtCotCVpFyz4d1IVsTqjuVdnpHGcR4xmFFP0bDfdMON8xvCVM8GcY8jxnF6PM3URdAkit87dMHQIee7CwxPnR8gijjKQSr1UAqgQ6DKTAqziIlBlAVK_KIDw0zeZg1DlIC0THUMho1xKqEIYjhQqBYXOy0CXuSxAoLIiFjKPswjopQRqJXM_ScCrzMR5J-QoSn0dq-zeuWntdmge_jh1dCh1sISJiuLAT2DHXQIX1K0Zb1lVu8S2FrNqUVGOaowoYd66sZSsOZlXlNS0oayZtwvXI8QyWnmthys6dZ4u2kO__zo1w9F0-1O_Gy8awpg3urhHxtbLpdUNR_vemEO_-bT9t7H9cVNtG3P-reHccETPYPg_qT5sb5od_QVlCmto</recordid><startdate>20230101</startdate><enddate>20230101</enddate><creator>FUJISE, Wataru</creator><creator>IKENAGA, Masahiro</creator><general>Architectural Institute of Japan</general><general>Japan Science and Technology Agency</general><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20230101</creationdate><title>DESIGN METHOD OF TUNED VISCOUS MASS DAMPER FOR MULTI-DEGREE-OF-FREEDOM STRUCTURES CONSIDERING THE OVERALL BENDING DEFORMATION</title><author>FUJISE, Wataru ; IKENAGA, Masahiro</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-j842-934d78f7cd42afa17c9c380d103276bea32b825c32d3e37e5f94622a73c6f61c3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>jpn</language><creationdate>2023</creationdate><topic>Bending</topic><topic>Damping</topic><topic>Deformation</topic><topic>Degrees of freedom</topic><topic>Dynamic mass</topic><topic>Fixed Point Theory</topic><topic>Multi-Degree-of-Freedom system</topic><topic>Shear</topic><topic>Shear-bending model</topic><topic>Stiffness</topic><topic>Tuned viscous mass damper</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>FUJISE, Wataru</creatorcontrib><creatorcontrib>IKENAGA, Masahiro</creatorcontrib><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of Structural and Construction Engineering (Transactions of AIJ)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>FUJISE, Wataru</au><au>IKENAGA, Masahiro</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>DESIGN METHOD OF TUNED VISCOUS MASS DAMPER FOR MULTI-DEGREE-OF-FREEDOM STRUCTURES CONSIDERING THE OVERALL BENDING DEFORMATION</atitle><jtitle>Journal of Structural and Construction Engineering (Transactions of AIJ)</jtitle><addtitle>J. Struct. Constr. Eng.</addtitle><date>2023-01-01</date><risdate>2023</risdate><volume>88</volume><issue>803</issue><spage>71</spage><epage>80</epage><pages>71-80</pages><issn>1340-4202</issn><eissn>1881-8153</eissn><abstract>A tuned viscous mass damper (TVMD) that tunes only the shear component of a flexural shear-type model was examined, and the range of application of a design method for shear-bending model with TVMD was investigated. It was found that the design for the equivalent shear model is applicable when the bending deformation ratio of the structure is small. On the other hand, when the bending deformation ratio is large, the TVMD can be designed by considering the overall bending deformation, and it is shown that the damping performance can be assured by updating only the support stiffness of the TVMD.</abstract><cop>Tokyo</cop><pub>Architectural Institute of Japan</pub><doi>10.3130/aijs.88.71</doi><tpages>10</tpages><oa>free_for_read</oa></addata></record> |
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| ispartof | Journal of Structural and Construction Engineering (Transactions of AIJ), 2023/01/01, Vol.88(803), pp.71-80 |
| issn | 1340-4202 1881-8153 |
| language | jpn |
| recordid | cdi_proquest_journals_2776380862 |
| source | J-STAGE Free; Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals |
| subjects | Bending Damping Deformation Degrees of freedom Dynamic mass Fixed Point Theory Multi-Degree-of-Freedom system Shear Shear-bending model Stiffness Tuned viscous mass damper |
| title | DESIGN METHOD OF TUNED VISCOUS MASS DAMPER FOR MULTI-DEGREE-OF-FREEDOM STRUCTURES CONSIDERING THE OVERALL BENDING DEFORMATION |
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