On the estimation of the ductility demand on reinforced concrete bridge piers from structural health monitoring data
A method for the estimation of the ductility demand on reinforced concrete piers during ground seismic shaking is proposed. The required input is the measurement data from a structural health monitoring system within the time window of the seismic event. The procedure relies on detection of high-fre...
Gespeichert in:
| Veröffentlicht in: | Journal of civil structural health monitoring 2020-04, Vol.10 (2), p.283-295 |
|---|---|
| Hauptverfasser: | , , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 295 |
|---|---|
| container_issue | 2 |
| container_start_page | 283 |
| container_title | Journal of civil structural health monitoring |
| container_volume | 10 |
| creator | Zhelyazkov, Aleksandar Zonta, Daniele Wenzel, Helmut Furtner, Peter |
| description | A method for the estimation of the ductility demand on reinforced concrete piers during ground seismic shaking is proposed. The required input is the measurement data from a structural health monitoring system within the time window of the seismic event. The procedure relies on detection of high-frequency transients related to damage and their distance forward in time to the closest deformation extrema. A formulation is proposed which relates these measurements to the ductility demand on the pier. A step-by-step description of the procedure is provided along with a case study implementation on an experimental reinforced concrete column. The ductility demand is estimated and compared with the one obtained from the experimental force–deformation curve. |
| doi_str_mv | 10.1007/s13349-020-00383-7 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2377102244</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2377102244</sourcerecordid><originalsourceid>FETCH-LOGICAL-c319t-1dd4eeaaa228ffab5360e9e8ad9cdb8b9a5dd953b0cf8deb2337daab34a76b283</originalsourceid><addsrcrecordid>eNp9kMtOwzAQRSMEElXpD7CyxDrgRxLHS1TxkpC6gbXl2OPWVRIH21n073FbBDtWM5q5d0b3FMUtwfcEY_4QCWOVKDHFJcasZSW_KBaUCFzWFReXv31Nr4tVjHuMMWlp0zC6KNJmRGkHCGJyg0rOj8jb08TMOrnepQMyMKjRoLwK4EbrgwaDtB91gASoC85sAU0OQkQ2-AHFFLJ3DqpHO1B92qHBjy754MYtMiqpm-LKqj7C6qcui8_np4_1a_m-eXlbP76XmhGRSmJMBaCUorS1VnU1azAIaJUR2nRtJ1RtjKhZh7VtDXSUMW6U6lileNPRli2Lu_PdKfivOUeUez-HMb-UlHFOMKVVlVX0rNLBxxjAyilkFuEgCZZHwPIMWGbA8gRY8mxiZ1OcjrEg_J3-x_UN-fyBUg</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2377102244</pqid></control><display><type>article</type><title>On the estimation of the ductility demand on reinforced concrete bridge piers from structural health monitoring data</title><source>SpringerLink Journals - AutoHoldings</source><creator>Zhelyazkov, Aleksandar ; Zonta, Daniele ; Wenzel, Helmut ; Furtner, Peter</creator><creatorcontrib>Zhelyazkov, Aleksandar ; Zonta, Daniele ; Wenzel, Helmut ; Furtner, Peter</creatorcontrib><description>A method for the estimation of the ductility demand on reinforced concrete piers during ground seismic shaking is proposed. The required input is the measurement data from a structural health monitoring system within the time window of the seismic event. The procedure relies on detection of high-frequency transients related to damage and their distance forward in time to the closest deformation extrema. A formulation is proposed which relates these measurements to the ductility demand on the pier. A step-by-step description of the procedure is provided along with a case study implementation on an experimental reinforced concrete column. The ductility demand is estimated and compared with the one obtained from the experimental force–deformation curve.</description><identifier>ISSN: 2190-5452</identifier><identifier>EISSN: 2190-5479</identifier><identifier>DOI: 10.1007/s13349-020-00383-7</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer Berlin Heidelberg</publisher><subject>Bridge piers ; Civil Engineering ; Concrete ; Concrete bridges ; Concrete columns ; Control ; Deformation ; Demand ; Ductility ; Ductility tests ; Dynamical Systems ; Earthquake damage ; Engineering ; Measurement Science and Instrumentation ; Original Paper ; Piers ; Reinforced concrete ; Seismic activity ; Shaking ; Structural health monitoring ; Vibration ; Windows (intervals)</subject><ispartof>Journal of civil structural health monitoring, 2020-04, Vol.10 (2), p.283-295</ispartof><rights>Springer-Verlag GmbH Germany, part of Springer Nature 2020</rights><rights>2020© Springer-Verlag GmbH Germany, part of Springer Nature 2020</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c319t-1dd4eeaaa228ffab5360e9e8ad9cdb8b9a5dd953b0cf8deb2337daab34a76b283</citedby><cites>FETCH-LOGICAL-c319t-1dd4eeaaa228ffab5360e9e8ad9cdb8b9a5dd953b0cf8deb2337daab34a76b283</cites><orcidid>0000-0001-9699-6399</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s13349-020-00383-7$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s13349-020-00383-7$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,780,784,27924,27925,41488,42557,51319</link.rule.ids></links><search><creatorcontrib>Zhelyazkov, Aleksandar</creatorcontrib><creatorcontrib>Zonta, Daniele</creatorcontrib><creatorcontrib>Wenzel, Helmut</creatorcontrib><creatorcontrib>Furtner, Peter</creatorcontrib><title>On the estimation of the ductility demand on reinforced concrete bridge piers from structural health monitoring data</title><title>Journal of civil structural health monitoring</title><addtitle>J Civil Struct Health Monit</addtitle><description>A method for the estimation of the ductility demand on reinforced concrete piers during ground seismic shaking is proposed. The required input is the measurement data from a structural health monitoring system within the time window of the seismic event. The procedure relies on detection of high-frequency transients related to damage and their distance forward in time to the closest deformation extrema. A formulation is proposed which relates these measurements to the ductility demand on the pier. A step-by-step description of the procedure is provided along with a case study implementation on an experimental reinforced concrete column. The ductility demand is estimated and compared with the one obtained from the experimental force–deformation curve.</description><subject>Bridge piers</subject><subject>Civil Engineering</subject><subject>Concrete</subject><subject>Concrete bridges</subject><subject>Concrete columns</subject><subject>Control</subject><subject>Deformation</subject><subject>Demand</subject><subject>Ductility</subject><subject>Ductility tests</subject><subject>Dynamical Systems</subject><subject>Earthquake damage</subject><subject>Engineering</subject><subject>Measurement Science and Instrumentation</subject><subject>Original Paper</subject><subject>Piers</subject><subject>Reinforced concrete</subject><subject>Seismic activity</subject><subject>Shaking</subject><subject>Structural health monitoring</subject><subject>Vibration</subject><subject>Windows (intervals)</subject><issn>2190-5452</issn><issn>2190-5479</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNp9kMtOwzAQRSMEElXpD7CyxDrgRxLHS1TxkpC6gbXl2OPWVRIH21n073FbBDtWM5q5d0b3FMUtwfcEY_4QCWOVKDHFJcasZSW_KBaUCFzWFReXv31Nr4tVjHuMMWlp0zC6KNJmRGkHCGJyg0rOj8jb08TMOrnepQMyMKjRoLwK4EbrgwaDtB91gASoC85sAU0OQkQ2-AHFFLJ3DqpHO1B92qHBjy754MYtMiqpm-LKqj7C6qcui8_np4_1a_m-eXlbP76XmhGRSmJMBaCUorS1VnU1azAIaJUR2nRtJ1RtjKhZh7VtDXSUMW6U6lileNPRli2Lu_PdKfivOUeUez-HMb-UlHFOMKVVlVX0rNLBxxjAyilkFuEgCZZHwPIMWGbA8gRY8mxiZ1OcjrEg_J3-x_UN-fyBUg</recordid><startdate>20200401</startdate><enddate>20200401</enddate><creator>Zhelyazkov, Aleksandar</creator><creator>Zonta, Daniele</creator><creator>Wenzel, Helmut</creator><creator>Furtner, Peter</creator><general>Springer Berlin Heidelberg</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><orcidid>https://orcid.org/0000-0001-9699-6399</orcidid></search><sort><creationdate>20200401</creationdate><title>On the estimation of the ductility demand on reinforced concrete bridge piers from structural health monitoring data</title><author>Zhelyazkov, Aleksandar ; Zonta, Daniele ; Wenzel, Helmut ; Furtner, Peter</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c319t-1dd4eeaaa228ffab5360e9e8ad9cdb8b9a5dd953b0cf8deb2337daab34a76b283</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Bridge piers</topic><topic>Civil Engineering</topic><topic>Concrete</topic><topic>Concrete bridges</topic><topic>Concrete columns</topic><topic>Control</topic><topic>Deformation</topic><topic>Demand</topic><topic>Ductility</topic><topic>Ductility tests</topic><topic>Dynamical Systems</topic><topic>Earthquake damage</topic><topic>Engineering</topic><topic>Measurement Science and Instrumentation</topic><topic>Original Paper</topic><topic>Piers</topic><topic>Reinforced concrete</topic><topic>Seismic activity</topic><topic>Shaking</topic><topic>Structural health monitoring</topic><topic>Vibration</topic><topic>Windows (intervals)</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Zhelyazkov, Aleksandar</creatorcontrib><creatorcontrib>Zonta, Daniele</creatorcontrib><creatorcontrib>Wenzel, Helmut</creatorcontrib><creatorcontrib>Furtner, Peter</creatorcontrib><collection>CrossRef</collection><jtitle>Journal of civil structural health monitoring</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Zhelyazkov, Aleksandar</au><au>Zonta, Daniele</au><au>Wenzel, Helmut</au><au>Furtner, Peter</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>On the estimation of the ductility demand on reinforced concrete bridge piers from structural health monitoring data</atitle><jtitle>Journal of civil structural health monitoring</jtitle><stitle>J Civil Struct Health Monit</stitle><date>2020-04-01</date><risdate>2020</risdate><volume>10</volume><issue>2</issue><spage>283</spage><epage>295</epage><pages>283-295</pages><issn>2190-5452</issn><eissn>2190-5479</eissn><abstract>A method for the estimation of the ductility demand on reinforced concrete piers during ground seismic shaking is proposed. The required input is the measurement data from a structural health monitoring system within the time window of the seismic event. The procedure relies on detection of high-frequency transients related to damage and their distance forward in time to the closest deformation extrema. A formulation is proposed which relates these measurements to the ductility demand on the pier. A step-by-step description of the procedure is provided along with a case study implementation on an experimental reinforced concrete column. The ductility demand is estimated and compared with the one obtained from the experimental force–deformation curve.</abstract><cop>Berlin/Heidelberg</cop><pub>Springer Berlin Heidelberg</pub><doi>10.1007/s13349-020-00383-7</doi><tpages>13</tpages><orcidid>https://orcid.org/0000-0001-9699-6399</orcidid></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 2190-5452 |
| ispartof | Journal of civil structural health monitoring, 2020-04, Vol.10 (2), p.283-295 |
| issn | 2190-5452 2190-5479 |
| language | eng |
| recordid | cdi_proquest_journals_2377102244 |
| source | SpringerLink Journals - AutoHoldings |
| subjects | Bridge piers Civil Engineering Concrete Concrete bridges Concrete columns Control Deformation Demand Ductility Ductility tests Dynamical Systems Earthquake damage Engineering Measurement Science and Instrumentation Original Paper Piers Reinforced concrete Seismic activity Shaking Structural health monitoring Vibration Windows (intervals) |
| title | On the estimation of the ductility demand on reinforced concrete bridge piers from structural health monitoring data |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-20T11%3A07%3A41IST&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=On%20the%20estimation%20of%20the%20ductility%20demand%20on%20reinforced%20concrete%20bridge%20piers%20from%20structural%20health%20monitoring%20data&rft.jtitle=Journal%20of%20civil%20structural%20health%20monitoring&rft.au=Zhelyazkov,%20Aleksandar&rft.date=2020-04-01&rft.volume=10&rft.issue=2&rft.spage=283&rft.epage=295&rft.pages=283-295&rft.issn=2190-5452&rft.eissn=2190-5479&rft_id=info:doi/10.1007/s13349-020-00383-7&rft_dat=%3Cproquest_cross%3E2377102244%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=2377102244&rft_id=info:pmid/&rfr_iscdi=true |