PASSIVE CONTROL DESIGN METHOD FOR RC BUILDING STRUCTURE ADDED WITH VISCO-ELASTIC DAMPER
Simplified theories are proposed for seismic response evaluation and preliminary design of RC building structures added with visco-elastic dampers. They are based on the single-degree-of-freedom (SDOF) idealization of multistory building, and produce the control performance curve expressing the peak...
Gespeichert in:
| Veröffentlicht in: | Journal of Structural and Construction Engineering (Transactions of AIJ) 2012/01/30, Vol.77(671), pp.17-25 |
|---|---|
| Hauptverfasser: | , |
| Format: | Artikel |
| Sprache: | jpn |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 25 |
|---|---|
| container_issue | 671 |
| container_start_page | 17 |
| container_title | Journal of Structural and Construction Engineering (Transactions of AIJ) |
| container_volume | 77 |
| creator | PU, Wuchuan KASAI, Kazuhiko |
| description | Simplified theories are proposed for seismic response evaluation and preliminary design of RC building structures added with visco-elastic dampers. They are based on the single-degree-of-freedom (SDOF) idealization of multistory building, and produce the control performance curve expressing the peak responses as a function of stiffness of all components, based on spectral characteristics of the earthquake. Against the target peak response, a rule to convert the SDOF design to multistory design, with consideration to distribute damper stiffness over the building height, is also presented. Accuracy of the approach is demonstrated by passive control design and time history simulations on a 7-story RC building. |
| doi_str_mv | 10.3130/aijs.77.17 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_jstag</sourceid><recordid>TN_cdi_proquest_miscellaneous_1038246575</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>1038246575</sourcerecordid><originalsourceid>FETCH-LOGICAL-j220t-ba6ebdd794a760a3b54224bfc2684eea221e5d2a8a1c8c0cdb1210a8842cce2c3</originalsourceid><addsrcrecordid>eNo9kLtOwzAARSMEEqWw8AUeWVL8SuyOwUnbSGlT5dGOluO4kCh9EKcDf09Rgelc6R7d4TrOM4ITggh8VU1rJ4xNELtxRohz5HLkkdtLJhS6FEN87zxY20Lo06mPRs52HeR5vImASFdFliYgjPJ4vgLLqFikIZilGcgEeCvjJIxXc5AXWSmKMotAEIZRCLZxsQCbOBepGyVBXsQChMFyHWWPzt1OddY8_XLslLOoEAs3SeexCBK3xRgObqV8U9U1m1LFfKhI5VGMabXT2OfUGIUxMl6NFVdIcw11XSGMoOKcYq0N1mTsvFx3T_3x82zsIPeN1abr1MEcz1YiSDimvse8iyquamsH9W7kqW_2qv-Sqh8a3Rn5851kTPoM_QGx_1Z_qF6aA_kGXjBlMg</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1038246575</pqid></control><display><type>article</type><title>PASSIVE CONTROL DESIGN METHOD FOR RC BUILDING STRUCTURE ADDED WITH VISCO-ELASTIC DAMPER</title><source>J-STAGE Free</source><source>EZB Free E-Journals</source><creator>PU, Wuchuan ; KASAI, Kazuhiko</creator><creatorcontrib>PU, Wuchuan ; KASAI, Kazuhiko</creatorcontrib><description>Simplified theories are proposed for seismic response evaluation and preliminary design of RC building structures added with visco-elastic dampers. They are based on the single-degree-of-freedom (SDOF) idealization of multistory building, and produce the control performance curve expressing the peak responses as a function of stiffness of all components, based on spectral characteristics of the earthquake. Against the target peak response, a rule to convert the SDOF design to multistory design, with consideration to distribute damper stiffness over the building height, is also presented. Accuracy of the approach is demonstrated by passive control design and time history simulations on a 7-story RC building.</description><identifier>ISSN: 1340-4202</identifier><identifier>EISSN: 1881-8153</identifier><identifier>DOI: 10.3130/aijs.77.17</identifier><language>jpn</language><publisher>Architectural Institute of Japan</publisher><subject>Dampers ; Earthquake design ; Passive control ; performance curve ; Preliminary designs ; RC structure ; Reinforced concrete ; response spectrum ; Spectra ; Stiffness ; visco-elastic damper ; Viscoelasticity</subject><ispartof>Journal of Structural and Construction Engineering (Transactions of AIJ), 2012/01/30, Vol.77(671), pp.17-25</ispartof><rights>2012 Architectural Institute of Japan</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>314,780,784,1883,27924,27925</link.rule.ids></links><search><creatorcontrib>PU, Wuchuan</creatorcontrib><creatorcontrib>KASAI, Kazuhiko</creatorcontrib><title>PASSIVE CONTROL DESIGN METHOD FOR RC BUILDING STRUCTURE ADDED WITH VISCO-ELASTIC DAMPER</title><title>Journal of Structural and Construction Engineering (Transactions of AIJ)</title><addtitle>J. Struct. Constr. Eng.</addtitle><description>Simplified theories are proposed for seismic response evaluation and preliminary design of RC building structures added with visco-elastic dampers. They are based on the single-degree-of-freedom (SDOF) idealization of multistory building, and produce the control performance curve expressing the peak responses as a function of stiffness of all components, based on spectral characteristics of the earthquake. Against the target peak response, a rule to convert the SDOF design to multistory design, with consideration to distribute damper stiffness over the building height, is also presented. Accuracy of the approach is demonstrated by passive control design and time history simulations on a 7-story RC building.</description><subject>Dampers</subject><subject>Earthquake design</subject><subject>Passive control</subject><subject>performance curve</subject><subject>Preliminary designs</subject><subject>RC structure</subject><subject>Reinforced concrete</subject><subject>response spectrum</subject><subject>Spectra</subject><subject>Stiffness</subject><subject>visco-elastic damper</subject><subject>Viscoelasticity</subject><issn>1340-4202</issn><issn>1881-8153</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2012</creationdate><recordtype>article</recordtype><recordid>eNo9kLtOwzAARSMEEqWw8AUeWVL8SuyOwUnbSGlT5dGOluO4kCh9EKcDf09Rgelc6R7d4TrOM4ITggh8VU1rJ4xNELtxRohz5HLkkdtLJhS6FEN87zxY20Lo06mPRs52HeR5vImASFdFliYgjPJ4vgLLqFikIZilGcgEeCvjJIxXc5AXWSmKMotAEIZRCLZxsQCbOBepGyVBXsQChMFyHWWPzt1OddY8_XLslLOoEAs3SeexCBK3xRgObqV8U9U1m1LFfKhI5VGMabXT2OfUGIUxMl6NFVdIcw11XSGMoOKcYq0N1mTsvFx3T_3x82zsIPeN1abr1MEcz1YiSDimvse8iyquamsH9W7kqW_2qv-Sqh8a3Rn5851kTPoM_QGx_1Z_qF6aA_kGXjBlMg</recordid><startdate>201201</startdate><enddate>201201</enddate><creator>PU, Wuchuan</creator><creator>KASAI, Kazuhiko</creator><general>Architectural Institute of Japan</general><scope>7SM</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>201201</creationdate><title>PASSIVE CONTROL DESIGN METHOD FOR RC BUILDING STRUCTURE ADDED WITH VISCO-ELASTIC DAMPER</title><author>PU, Wuchuan ; KASAI, Kazuhiko</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-j220t-ba6ebdd794a760a3b54224bfc2684eea221e5d2a8a1c8c0cdb1210a8842cce2c3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>jpn</language><creationdate>2012</creationdate><topic>Dampers</topic><topic>Earthquake design</topic><topic>Passive control</topic><topic>performance curve</topic><topic>Preliminary designs</topic><topic>RC structure</topic><topic>Reinforced concrete</topic><topic>response spectrum</topic><topic>Spectra</topic><topic>Stiffness</topic><topic>visco-elastic damper</topic><topic>Viscoelasticity</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>PU, Wuchuan</creatorcontrib><creatorcontrib>KASAI, Kazuhiko</creatorcontrib><collection>Earthquake Engineering Abstracts</collection><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>PU, Wuchuan</au><au>KASAI, Kazuhiko</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>PASSIVE CONTROL DESIGN METHOD FOR RC BUILDING STRUCTURE ADDED WITH VISCO-ELASTIC DAMPER</atitle><jtitle>Journal of Structural and Construction Engineering (Transactions of AIJ)</jtitle><addtitle>J. Struct. Constr. Eng.</addtitle><date>2012-01</date><risdate>2012</risdate><volume>77</volume><issue>671</issue><spage>17</spage><epage>25</epage><pages>17-25</pages><issn>1340-4202</issn><eissn>1881-8153</eissn><abstract>Simplified theories are proposed for seismic response evaluation and preliminary design of RC building structures added with visco-elastic dampers. They are based on the single-degree-of-freedom (SDOF) idealization of multistory building, and produce the control performance curve expressing the peak responses as a function of stiffness of all components, based on spectral characteristics of the earthquake. Against the target peak response, a rule to convert the SDOF design to multistory design, with consideration to distribute damper stiffness over the building height, is also presented. Accuracy of the approach is demonstrated by passive control design and time history simulations on a 7-story RC building.</abstract><pub>Architectural Institute of Japan</pub><doi>10.3130/aijs.77.17</doi><tpages>9</tpages><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 1340-4202 |
| ispartof | Journal of Structural and Construction Engineering (Transactions of AIJ), 2012/01/30, Vol.77(671), pp.17-25 |
| issn | 1340-4202 1881-8153 |
| language | jpn |
| recordid | cdi_proquest_miscellaneous_1038246575 |
| source | J-STAGE Free; EZB Free E-Journals |
| subjects | Dampers Earthquake design Passive control performance curve Preliminary designs RC structure Reinforced concrete response spectrum Spectra Stiffness visco-elastic damper Viscoelasticity |
| title | PASSIVE CONTROL DESIGN METHOD FOR RC BUILDING STRUCTURE ADDED WITH VISCO-ELASTIC DAMPER |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-03T15%3A12%3A16IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_jstag&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=PASSIVE%20CONTROL%20DESIGN%20METHOD%20FOR%20RC%20BUILDING%20STRUCTURE%20ADDED%20WITH%20VISCO-ELASTIC%20DAMPER&rft.jtitle=Journal%20of%20Structural%20and%20Construction%20Engineering%20(Transactions%20of%20AIJ)&rft.au=PU,%20Wuchuan&rft.date=2012-01&rft.volume=77&rft.issue=671&rft.spage=17&rft.epage=25&rft.pages=17-25&rft.issn=1340-4202&rft.eissn=1881-8153&rft_id=info:doi/10.3130/aijs.77.17&rft_dat=%3Cproquest_jstag%3E1038246575%3C/proquest_jstag%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=1038246575&rft_id=info:pmid/&rfr_iscdi=true |