Pinching hysteretic response of yielding shear panel device
The paper describes a modeling technique of the hysteretic response of yielding shear panel device (YSPD). This device is used for seismic energy dissipation in frame structures. The generalized Bouc–Wen–Baber–Noori (BWBN) hysteretic model is adopted in this work. Simulink is used to develop the BWB...
Gespeichert in:
| Veröffentlicht in: | Engineering structures 2011-03, Vol.33 (3), p.993-1000 |
|---|---|
| Hauptverfasser: | , , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 1000 |
|---|---|
| container_issue | 3 |
| container_start_page | 993 |
| container_title | Engineering structures |
| container_volume | 33 |
| creator | Li, Zhengying Albermani, Faris Chan, Ricky W.K. Kitipornchai, S. |
| description | The paper describes a modeling technique of the hysteretic response of yielding shear panel device (YSPD). This device is used for seismic energy dissipation in frame structures. The generalized Bouc–Wen–Baber–Noori (BWBN) hysteretic model is adopted in this work. Simulink is used to develop the BWBN model of the YSPD. The model parameters are calibrated based on experimental results conducted on the YSPD. The developed hysteretic model of the YSPD is then incorporated in state-space approach to evaluate the response of dissipative structures. Assessment of effectiveness of the YSPD in alleviating structural response and the effect of pinching on the overall response of the structure is made. |
| doi_str_mv | 10.1016/j.engstruct.2010.12.021 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_861568187</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0141029610004931</els_id><sourcerecordid>861568187</sourcerecordid><originalsourceid>FETCH-LOGICAL-c377t-9c8aec6de97ca985025d342a68429b494c0720e6a6f70d2728f3f905b35af3453</originalsourceid><addsrcrecordid>eNqFUMtKw0AUHUTBWv0GsxFXifPKPHBVii8o6ELXw3Ryp52SJnEmLfTvTWjp1tWFe8_jnoPQPcEFwUQ8bQpoVqmPO9cXFI9bWmBKLtCEKMlyySi7RBNMOMkx1eIa3aS0wRhTpfAEPX-Fxq1Ds8rWh9RDhD64LELq2iZB1vrsEKCuxntag41ZZxuoswr2wcEtuvK2TnB3mlP08_ryPX_PF59vH_PZIndMyj7XTllwogItndWqxLSsGKdWKE71kmvusKQYhBVe4opKqjzzGpdLVlrPeMmm6PGo28X2dwepN9uQHNT18Eu7S0YJUgo1pp0ieUS62KYUwZsuhq2NB0OwGdsyG3Nuy4xtGULN0NbAfDh52ORs7aNtXEhnOmVKS85H3OyIgyHwPkA0yQVoHFQhwqBZteFfrz9vWIQ7</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>861568187</pqid></control><display><type>article</type><title>Pinching hysteretic response of yielding shear panel device</title><source>Elsevier ScienceDirect Journals Complete</source><creator>Li, Zhengying ; Albermani, Faris ; Chan, Ricky W.K. ; Kitipornchai, S.</creator><creatorcontrib>Li, Zhengying ; Albermani, Faris ; Chan, Ricky W.K. ; Kitipornchai, S.</creatorcontrib><description>The paper describes a modeling technique of the hysteretic response of yielding shear panel device (YSPD). This device is used for seismic energy dissipation in frame structures. The generalized Bouc–Wen–Baber–Noori (BWBN) hysteretic model is adopted in this work. Simulink is used to develop the BWBN model of the YSPD. The model parameters are calibrated based on experimental results conducted on the YSPD. The developed hysteretic model of the YSPD is then incorporated in state-space approach to evaluate the response of dissipative structures. Assessment of effectiveness of the YSPD in alleviating structural response and the effect of pinching on the overall response of the structure is made.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/j.engstruct.2010.12.021</identifier><identifier>CODEN: ENSTDF</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Applied sciences ; Buildings. Public works ; Energy dissipation ; Exact sciences and technology ; Geotechnics ; Pinching hysteretic response ; Stresses. Safety ; Structural analysis. Stresses ; Structure-soil interaction ; Yielding shear panel device</subject><ispartof>Engineering structures, 2011-03, Vol.33 (3), p.993-1000</ispartof><rights>2010 Elsevier Ltd</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c377t-9c8aec6de97ca985025d342a68429b494c0720e6a6f70d2728f3f905b35af3453</citedby><cites>FETCH-LOGICAL-c377t-9c8aec6de97ca985025d342a68429b494c0720e6a6f70d2728f3f905b35af3453</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0141029610004931$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65534</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=23897441$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Li, Zhengying</creatorcontrib><creatorcontrib>Albermani, Faris</creatorcontrib><creatorcontrib>Chan, Ricky W.K.</creatorcontrib><creatorcontrib>Kitipornchai, S.</creatorcontrib><title>Pinching hysteretic response of yielding shear panel device</title><title>Engineering structures</title><description>The paper describes a modeling technique of the hysteretic response of yielding shear panel device (YSPD). This device is used for seismic energy dissipation in frame structures. The generalized Bouc–Wen–Baber–Noori (BWBN) hysteretic model is adopted in this work. Simulink is used to develop the BWBN model of the YSPD. The model parameters are calibrated based on experimental results conducted on the YSPD. The developed hysteretic model of the YSPD is then incorporated in state-space approach to evaluate the response of dissipative structures. Assessment of effectiveness of the YSPD in alleviating structural response and the effect of pinching on the overall response of the structure is made.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Energy dissipation</subject><subject>Exact sciences and technology</subject><subject>Geotechnics</subject><subject>Pinching hysteretic response</subject><subject>Stresses. Safety</subject><subject>Structural analysis. Stresses</subject><subject>Structure-soil interaction</subject><subject>Yielding shear panel device</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2011</creationdate><recordtype>article</recordtype><recordid>eNqFUMtKw0AUHUTBWv0GsxFXifPKPHBVii8o6ELXw3Ryp52SJnEmLfTvTWjp1tWFe8_jnoPQPcEFwUQ8bQpoVqmPO9cXFI9bWmBKLtCEKMlyySi7RBNMOMkx1eIa3aS0wRhTpfAEPX-Fxq1Ds8rWh9RDhD64LELq2iZB1vrsEKCuxntag41ZZxuoswr2wcEtuvK2TnB3mlP08_ryPX_PF59vH_PZIndMyj7XTllwogItndWqxLSsGKdWKE71kmvusKQYhBVe4opKqjzzGpdLVlrPeMmm6PGo28X2dwepN9uQHNT18Eu7S0YJUgo1pp0ieUS62KYUwZsuhq2NB0OwGdsyG3Nuy4xtGULN0NbAfDh52ORs7aNtXEhnOmVKS85H3OyIgyHwPkA0yQVoHFQhwqBZteFfrz9vWIQ7</recordid><startdate>20110301</startdate><enddate>20110301</enddate><creator>Li, Zhengying</creator><creator>Albermani, Faris</creator><creator>Chan, Ricky W.K.</creator><creator>Kitipornchai, S.</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7ST</scope><scope>C1K</scope><scope>SOI</scope></search><sort><creationdate>20110301</creationdate><title>Pinching hysteretic response of yielding shear panel device</title><author>Li, Zhengying ; Albermani, Faris ; Chan, Ricky W.K. ; Kitipornchai, S.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c377t-9c8aec6de97ca985025d342a68429b494c0720e6a6f70d2728f3f905b35af3453</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2011</creationdate><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>Energy dissipation</topic><topic>Exact sciences and technology</topic><topic>Geotechnics</topic><topic>Pinching hysteretic response</topic><topic>Stresses. Safety</topic><topic>Structural analysis. Stresses</topic><topic>Structure-soil interaction</topic><topic>Yielding shear panel device</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Li, Zhengying</creatorcontrib><creatorcontrib>Albermani, Faris</creatorcontrib><creatorcontrib>Chan, Ricky W.K.</creatorcontrib><creatorcontrib>Kitipornchai, S.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Environment Abstracts</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>Li, Zhengying</au><au>Albermani, Faris</au><au>Chan, Ricky W.K.</au><au>Kitipornchai, S.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Pinching hysteretic response of yielding shear panel device</atitle><jtitle>Engineering structures</jtitle><date>2011-03-01</date><risdate>2011</risdate><volume>33</volume><issue>3</issue><spage>993</spage><epage>1000</epage><pages>993-1000</pages><issn>0141-0296</issn><eissn>1873-7323</eissn><coden>ENSTDF</coden><abstract>The paper describes a modeling technique of the hysteretic response of yielding shear panel device (YSPD). This device is used for seismic energy dissipation in frame structures. The generalized Bouc–Wen–Baber–Noori (BWBN) hysteretic model is adopted in this work. Simulink is used to develop the BWBN model of the YSPD. The model parameters are calibrated based on experimental results conducted on the YSPD. The developed hysteretic model of the YSPD is then incorporated in state-space approach to evaluate the response of dissipative structures. Assessment of effectiveness of the YSPD in alleviating structural response and the effect of pinching on the overall response of the structure is made.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2010.12.021</doi><tpages>8</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0141-0296 |
| ispartof | Engineering structures, 2011-03, Vol.33 (3), p.993-1000 |
| issn | 0141-0296 1873-7323 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_861568187 |
| source | Elsevier ScienceDirect Journals Complete |
| subjects | Applied sciences Buildings. Public works Energy dissipation Exact sciences and technology Geotechnics Pinching hysteretic response Stresses. Safety Structural analysis. Stresses Structure-soil interaction Yielding shear panel device |
| title | Pinching hysteretic response of yielding shear panel device |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-13T13%3A04%3A22IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Pinching%20hysteretic%20response%20of%20yielding%20shear%20panel%20device&rft.jtitle=Engineering%20structures&rft.au=Li,%20Zhengying&rft.date=2011-03-01&rft.volume=33&rft.issue=3&rft.spage=993&rft.epage=1000&rft.pages=993-1000&rft.issn=0141-0296&rft.eissn=1873-7323&rft.coden=ENSTDF&rft_id=info:doi/10.1016/j.engstruct.2010.12.021&rft_dat=%3Cproquest_cross%3E861568187%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=861568187&rft_id=info:pmid/&rft_els_id=S0141029610004931&rfr_iscdi=true |