An Experimental Study on the Shear Hysteresis and Energy Dissipation of the Steel Frame with a Trapezoidal-Corrugated Steel Plate
The steel frame reinforced with steel shear wall is a lateral load resisting system and has higher strength and shear performance than the concrete shear wall system. Especially, using corrugated steel plates in these shear wall systems improves out-of-plane stiffness and flexibility in the deformat...
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description | The steel frame reinforced with steel shear wall is a lateral load resisting system and has higher strength and shear performance than the concrete shear wall system. Especially, using corrugated steel plates in these shear wall systems improves out-of-plane stiffness and flexibility in the deformation along the corrugation. In this paper, a cyclic loading test of this steel frame reinforced with trapezoidal-corrugated steel plate was performed to evaluate the structural performance. The hysteresis behavior and the energy dissipation capacity of the steel frame were also compared according to the corrugated direction of the plate. For the test, one simple frame model without the wall and two frame models reinforced with the plate are considered and designed. The test results showed that the model reinforced with the corrugated steel plate had a greater accumulated energy dissipation capacity than the experimental result of the non-reinforced model. Furthermore, the energy dissipation curves of two reinforced frame models, which have different corrugated directions, produced similar results. |
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Especially, using corrugated steel plates in these shear wall systems improves out-of-plane stiffness and flexibility in the deformation along the corrugation. In this paper, a cyclic loading test of this steel frame reinforced with trapezoidal-corrugated steel plate was performed to evaluate the structural performance. The hysteresis behavior and the energy dissipation capacity of the steel frame were also compared according to the corrugated direction of the plate. For the test, one simple frame model without the wall and two frame models reinforced with the plate are considered and designed. The test results showed that the model reinforced with the corrugated steel plate had a greater accumulated energy dissipation capacity than the experimental result of the non-reinforced model. Furthermore, the energy dissipation curves of two reinforced frame models, which have different corrugated directions, produced similar results.</description><identifier>ISSN: 1996-1944</identifier><identifier>EISSN: 1996-1944</identifier><identifier>DOI: 10.3390/ma10030261</identifier><identifier>PMID: 28772624</identifier><language>eng</language><publisher>Switzerland: MDPI AG</publisher><subject>Corrugated plates ; Cyclic loads ; Dormitories ; Energy dissipation ; Hysteresis ; Lateral loads ; Performance evaluation ; Shear walls ; Steel frames ; Steel plates ; Steel structures ; Stiffness</subject><ispartof>Materials, 2017-03, Vol.10 (3), p.261</ispartof><rights>Copyright MDPI AG 2017</rights><rights>2017 by the authors. 2017</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c406t-f4f8426fa9f87067b361c7bd2fab452e1b173e6937231eb036616f27ff3da3af3</citedby><cites>FETCH-LOGICAL-c406t-f4f8426fa9f87067b361c7bd2fab452e1b173e6937231eb036616f27ff3da3af3</cites><orcidid>0000-0003-4609-0702</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.ncbi.nlm.nih.gov/pmc/articles/PMC5503313/pdf/$$EPDF$$P50$$Gpubmedcentral$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://www.ncbi.nlm.nih.gov/pmc/articles/PMC5503313/$$EHTML$$P50$$Gpubmedcentral$$Hfree_for_read</linktohtml><link.rule.ids>230,314,724,777,781,882,27906,27907,53773,53775</link.rule.ids><backlink>$$Uhttps://www.ncbi.nlm.nih.gov/pubmed/28772624$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><creatorcontrib>Shon, Sudeok</creatorcontrib><creatorcontrib>Yoo, Mina</creatorcontrib><creatorcontrib>Lee, Seungjae</creatorcontrib><title>An Experimental Study on the Shear Hysteresis and Energy Dissipation of the Steel Frame with a Trapezoidal-Corrugated Steel Plate</title><title>Materials</title><addtitle>Materials (Basel)</addtitle><description>The steel frame reinforced with steel shear wall is a lateral load resisting system and has higher strength and shear performance than the concrete shear wall system. Especially, using corrugated steel plates in these shear wall systems improves out-of-plane stiffness and flexibility in the deformation along the corrugation. In this paper, a cyclic loading test of this steel frame reinforced with trapezoidal-corrugated steel plate was performed to evaluate the structural performance. The hysteresis behavior and the energy dissipation capacity of the steel frame were also compared according to the corrugated direction of the plate. For the test, one simple frame model without the wall and two frame models reinforced with the plate are considered and designed. The test results showed that the model reinforced with the corrugated steel plate had a greater accumulated energy dissipation capacity than the experimental result of the non-reinforced model. Furthermore, the energy dissipation curves of two reinforced frame models, which have different corrugated directions, produced similar results.</description><subject>Corrugated plates</subject><subject>Cyclic loads</subject><subject>Dormitories</subject><subject>Energy dissipation</subject><subject>Hysteresis</subject><subject>Lateral loads</subject><subject>Performance evaluation</subject><subject>Shear walls</subject><subject>Steel frames</subject><subject>Steel plates</subject><subject>Steel structures</subject><subject>Stiffness</subject><issn>1996-1944</issn><issn>1996-1944</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2017</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNpdkV9rFDEUxYNYbKl98QNIwBcRpubPbGbyIpR12wqFFlqfw52Zm92UmcmYZNT1zW9uyq61Ni_JJT8O59xDyBvOTqXU7OMAnDHJhOIvyBHXWhVcl-XLJ-9DchLjPctHSl4L_YocirqqhBLlEfl9NtLVzwmDG3BM0NPbNHdb6keaNkhvNwiBXm5jwoDRRQpjR1cjhvWWfnYxugmSy6y3Ozwh9vQ8wID0h0sbCvQuwIS_vOugL5Y-hHkNCbs9edPn4TU5sNBHPNnfx-Tr-epueVlcXV98WZ5dFW3JVCpsaetSKAva1hVTVSMVb6umExaaciGQN7ySqLSshOTYMKkUV1ZU1soOJFh5TD7tdKe5GbBrc9wAvZlycghb48GZ_39GtzFr_90sFg-Lk1ng_V4g-G8zxmQGF1vsexjRz9FwLZSqBdNlRt89Q-_9HMYcz_C6rvWCiYpn6sOOaoOPMaB9NMOZeSjX_Cs3w2-f2n9E_1Yp_wD9aaBC</recordid><startdate>20170306</startdate><enddate>20170306</enddate><creator>Shon, Sudeok</creator><creator>Yoo, Mina</creator><creator>Lee, Seungjae</creator><general>MDPI AG</general><general>MDPI</general><scope>NPM</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>PDBOC</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>7X8</scope><scope>5PM</scope><orcidid>https://orcid.org/0000-0003-4609-0702</orcidid></search><sort><creationdate>20170306</creationdate><title>An Experimental Study on the Shear Hysteresis and Energy Dissipation of the Steel Frame with a Trapezoidal-Corrugated Steel Plate</title><author>Shon, Sudeok ; Yoo, Mina ; Lee, Seungjae</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c406t-f4f8426fa9f87067b361c7bd2fab452e1b173e6937231eb036616f27ff3da3af3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2017</creationdate><topic>Corrugated plates</topic><topic>Cyclic loads</topic><topic>Dormitories</topic><topic>Energy dissipation</topic><topic>Hysteresis</topic><topic>Lateral loads</topic><topic>Performance evaluation</topic><topic>Shear walls</topic><topic>Steel frames</topic><topic>Steel plates</topic><topic>Steel structures</topic><topic>Stiffness</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Shon, Sudeok</creatorcontrib><creatorcontrib>Yoo, Mina</creatorcontrib><creatorcontrib>Lee, Seungjae</creatorcontrib><collection>PubMed</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central Korea</collection><collection>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>Materials Science Database</collection><collection>Materials Science Collection</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>MEDLINE - Academic</collection><collection>PubMed Central (Full Participant titles)</collection><jtitle>Materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Shon, Sudeok</au><au>Yoo, Mina</au><au>Lee, Seungjae</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>An Experimental Study on the Shear Hysteresis and Energy Dissipation of the Steel Frame with a Trapezoidal-Corrugated Steel Plate</atitle><jtitle>Materials</jtitle><addtitle>Materials (Basel)</addtitle><date>2017-03-06</date><risdate>2017</risdate><volume>10</volume><issue>3</issue><spage>261</spage><pages>261-</pages><issn>1996-1944</issn><eissn>1996-1944</eissn><abstract>The steel frame reinforced with steel shear wall is a lateral load resisting system and has higher strength and shear performance than the concrete shear wall system. Especially, using corrugated steel plates in these shear wall systems improves out-of-plane stiffness and flexibility in the deformation along the corrugation. In this paper, a cyclic loading test of this steel frame reinforced with trapezoidal-corrugated steel plate was performed to evaluate the structural performance. The hysteresis behavior and the energy dissipation capacity of the steel frame were also compared according to the corrugated direction of the plate. For the test, one simple frame model without the wall and two frame models reinforced with the plate are considered and designed. The test results showed that the model reinforced with the corrugated steel plate had a greater accumulated energy dissipation capacity than the experimental result of the non-reinforced model. Furthermore, the energy dissipation curves of two reinforced frame models, which have different corrugated directions, produced similar results.</abstract><cop>Switzerland</cop><pub>MDPI AG</pub><pmid>28772624</pmid><doi>10.3390/ma10030261</doi><orcidid>https://orcid.org/0000-0003-4609-0702</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | Corrugated plates Cyclic loads Dormitories Energy dissipation Hysteresis Lateral loads Performance evaluation Shear walls Steel frames Steel plates Steel structures Stiffness |
title | An Experimental Study on the Shear Hysteresis and Energy Dissipation of the Steel Frame with a Trapezoidal-Corrugated Steel Plate |
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