09.08: Structural behaviour of steel seismic links under strong cyclic loading
ABSTRACT The work presented in this paper is part of an extensive European research project on horizontal seismic links subjected to strong full‐reversing cyclic loading. Both experimental testing and numerical simulations were conducted. The link specimens were subjected to combined shear and bendi...
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| creator | Papatheocharis, Theocharis Chatzopoulou, Giannoula Karamanos, Spyros A. Perdikaris, Philip C. |
| description | ABSTRACT
The work presented in this paper is part of an extensive European research project on horizontal seismic links subjected to strong full‐reversing cyclic loading. Both experimental testing and numerical simulations were conducted. The link specimens were subjected to combined shear and bending, representing the actual conditions acting on a seismic link during severe earthquake action. Large‐scale tests were performed under constant and increasing amplitude schemes, and parameters studied included steel material grade, length and cross‐section type of the link. The experimental setup employed consisted of a special two‐part steel loading frame that imposed on the steel link specimen a combined bending and shear type deformation. The experiments are supported by finite element model analysis. Three dimensional models have been employed for the simulation of the tests, and the numerical results agree well with the experimental results. |
| doi_str_mv | 10.1002/cepa.289 |
| format | Article |
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The work presented in this paper is part of an extensive European research project on horizontal seismic links subjected to strong full‐reversing cyclic loading. Both experimental testing and numerical simulations were conducted. The link specimens were subjected to combined shear and bending, representing the actual conditions acting on a seismic link during severe earthquake action. Large‐scale tests were performed under constant and increasing amplitude schemes, and parameters studied included steel material grade, length and cross‐section type of the link. The experimental setup employed consisted of a special two‐part steel loading frame that imposed on the steel link specimen a combined bending and shear type deformation. The experiments are supported by finite element model analysis. Three dimensional models have been employed for the simulation of the tests, and the numerical results agree well with the experimental results.</description><identifier>ISSN: 2509-7075</identifier><identifier>EISSN: 2509-7075</identifier><identifier>DOI: 10.1002/cepa.289</identifier><language>eng</language><subject>cyclic loading ; cyclic plasticity ; experimental tests ; finite elements ; seismic links</subject><ispartof>ce/papers, 2017-09, Vol.1 (2-3), p.2414-2423</ispartof><rights>Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c719-76061c3aa80b2f7e55b772b1bdf50ead8dd9ab0240b7f9184e3096c2716d66063</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://onlinelibrary.wiley.com/doi/pdf/10.1002%2Fcepa.289$$EPDF$$P50$$Gwiley$$H</linktopdf><linktohtml>$$Uhttps://onlinelibrary.wiley.com/doi/full/10.1002%2Fcepa.289$$EHTML$$P50$$Gwiley$$H</linktohtml><link.rule.ids>314,777,781,1412,27905,27906,45555,45556</link.rule.ids></links><search><creatorcontrib>Papatheocharis, Theocharis</creatorcontrib><creatorcontrib>Chatzopoulou, Giannoula</creatorcontrib><creatorcontrib>Karamanos, Spyros A.</creatorcontrib><creatorcontrib>Perdikaris, Philip C.</creatorcontrib><title>09.08: Structural behaviour of steel seismic links under strong cyclic loading</title><title>ce/papers</title><description>ABSTRACT
The work presented in this paper is part of an extensive European research project on horizontal seismic links subjected to strong full‐reversing cyclic loading. Both experimental testing and numerical simulations were conducted. The link specimens were subjected to combined shear and bending, representing the actual conditions acting on a seismic link during severe earthquake action. Large‐scale tests were performed under constant and increasing amplitude schemes, and parameters studied included steel material grade, length and cross‐section type of the link. The experimental setup employed consisted of a special two‐part steel loading frame that imposed on the steel link specimen a combined bending and shear type deformation. The experiments are supported by finite element model analysis. Three dimensional models have been employed for the simulation of the tests, and the numerical results agree well with the experimental results.</description><subject>cyclic loading</subject><subject>cyclic plasticity</subject><subject>experimental tests</subject><subject>finite elements</subject><subject>seismic links</subject><issn>2509-7075</issn><issn>2509-7075</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2017</creationdate><recordtype>article</recordtype><recordid>eNp1kE1Lw0AQhhdRsNSCP2GPXhJnN012462E-gFFBXtf9rOubpOymyj99ybUgxdPM_A-7zA8CF0TyAkAvdX2IHPK6zM0oyXUGQNWnv_ZL9EipQ8AKCghnNIZeoY6B36H3_o46H6IMmBl3-WX74aIO4dTb23Ayfq09xoH334mPLTGxjGJXbvD-qjDlHTS-HZ3hS6cDMkufuccbe_X2-Yx27w8PDWrTaYZGV-poCK6kJKDoo7ZslSMUUWUcSVYabgxtVRAl6CYqwlf2gLqSlNGKlON3WKObk5ndexSitaJQ_R7GY-CgJhMiMmEGE2MaHZCv32wx3850axfVxP_A4UQXxk</recordid><startdate>201709</startdate><enddate>201709</enddate><creator>Papatheocharis, Theocharis</creator><creator>Chatzopoulou, Giannoula</creator><creator>Karamanos, Spyros A.</creator><creator>Perdikaris, Philip C.</creator><scope>AAYXX</scope><scope>CITATION</scope></search><sort><creationdate>201709</creationdate><title>09.08: Structural behaviour of steel seismic links under strong cyclic loading</title><author>Papatheocharis, Theocharis ; Chatzopoulou, Giannoula ; Karamanos, Spyros A. ; Perdikaris, Philip C.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c719-76061c3aa80b2f7e55b772b1bdf50ead8dd9ab0240b7f9184e3096c2716d66063</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2017</creationdate><topic>cyclic loading</topic><topic>cyclic plasticity</topic><topic>experimental tests</topic><topic>finite elements</topic><topic>seismic links</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Papatheocharis, Theocharis</creatorcontrib><creatorcontrib>Chatzopoulou, Giannoula</creatorcontrib><creatorcontrib>Karamanos, Spyros A.</creatorcontrib><creatorcontrib>Perdikaris, Philip C.</creatorcontrib><collection>CrossRef</collection><jtitle>ce/papers</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Papatheocharis, Theocharis</au><au>Chatzopoulou, Giannoula</au><au>Karamanos, Spyros A.</au><au>Perdikaris, Philip C.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>09.08: Structural behaviour of steel seismic links under strong cyclic loading</atitle><jtitle>ce/papers</jtitle><date>2017-09</date><risdate>2017</risdate><volume>1</volume><issue>2-3</issue><spage>2414</spage><epage>2423</epage><pages>2414-2423</pages><issn>2509-7075</issn><eissn>2509-7075</eissn><abstract>ABSTRACT
The work presented in this paper is part of an extensive European research project on horizontal seismic links subjected to strong full‐reversing cyclic loading. Both experimental testing and numerical simulations were conducted. The link specimens were subjected to combined shear and bending, representing the actual conditions acting on a seismic link during severe earthquake action. Large‐scale tests were performed under constant and increasing amplitude schemes, and parameters studied included steel material grade, length and cross‐section type of the link. The experimental setup employed consisted of a special two‐part steel loading frame that imposed on the steel link specimen a combined bending and shear type deformation. The experiments are supported by finite element model analysis. Three dimensional models have been employed for the simulation of the tests, and the numerical results agree well with the experimental results.</abstract><doi>10.1002/cepa.289</doi><tpages>10</tpages></addata></record> |
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| subjects | cyclic loading cyclic plasticity experimental tests finite elements seismic links |
| title | 09.08: Structural behaviour of steel seismic links under strong cyclic loading |
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