Shear Failure Behavior of Y-Eccentrically Brace in RC Frame Structures under Earthquake Action
In order to study the mechanical characteristics and the shear failure behavior under earthquake action, a single-storey single-span RC frame structure strengthened with Y-eccentrically brace were designed and manufactured to be 1/3 scale. The pseudo-dynamic testing method was carried out under El-C...
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| Veröffentlicht in: | Advanced Materials Research 2013-01, Vol.639-640, p.866-869 |
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| creator | Yu, An Lin Wang, Da Peng |
| description | In order to study the mechanical characteristics and the shear failure behavior under earthquake action, a single-storey single-span RC frame structure strengthened with Y-eccentrically brace were designed and manufactured to be 1/3 scale. The pseudo-dynamic testing method was carried out under El-Centro earthquake action with different peak acceleration adjusted by Code for Seismic Design of Buildings in mainland China. The testing result indicates that RC frame structure strengthened with Y-eccentrically steel brace presents perfect seismic performance under strong earthquake action, at one time, the seismic performance maybe affected by the length of outsourcing steel at the joint between energy dissipation element of eccentric steel brace and RC frame beam. The joint should be considerably designed to make sure that shear failure can firstly occur in energy dissipation element. |
| doi_str_mv | 10.4028/www.scientific.net/AMR.639-640.866 |
| format | Article |
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The pseudo-dynamic testing method was carried out under El-Centro earthquake action with different peak acceleration adjusted by Code for Seismic Design of Buildings in mainland China. The testing result indicates that RC frame structure strengthened with Y-eccentrically steel brace presents perfect seismic performance under strong earthquake action, at one time, the seismic performance maybe affected by the length of outsourcing steel at the joint between energy dissipation element of eccentric steel brace and RC frame beam. The joint should be considerably designed to make sure that shear failure can firstly occur in energy dissipation element.</description><identifier>ISSN: 1022-6680</identifier><identifier>ISSN: 1662-8985</identifier><identifier>ISBN: 9783037855843</identifier><identifier>ISBN: 3037855843</identifier><identifier>EISSN: 1662-8985</identifier><identifier>DOI: 10.4028/www.scientific.net/AMR.639-640.866</identifier><language>eng</language><publisher>Trans Tech Publications Ltd</publisher><subject>Energy dissipation ; Failure ; Frame structures ; Glass transition temperature ; Reinforcement (structures) ; Seismic response ; Shear ; Structural steels</subject><ispartof>Advanced Materials Research, 2013-01, Vol.639-640, p.866-869</ispartof><rights>2013 Trans Tech Publications Ltd</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c373t-2eb4dd8f8ef71fc3af534bc5f7952bfb7c2641ba172a6b4ebb775ec1cf1cc9183</citedby><cites>FETCH-LOGICAL-c373t-2eb4dd8f8ef71fc3af534bc5f7952bfb7c2641ba172a6b4ebb775ec1cf1cc9183</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Uhttps://www.scientific.net/Image/TitleCover/2195?width=600</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Yu, An Lin</creatorcontrib><creatorcontrib>Wang, Da Peng</creatorcontrib><title>Shear Failure Behavior of Y-Eccentrically Brace in RC Frame Structures under Earthquake Action</title><title>Advanced Materials Research</title><description>In order to study the mechanical characteristics and the shear failure behavior under earthquake action, a single-storey single-span RC frame structure strengthened with Y-eccentrically brace were designed and manufactured to be 1/3 scale. 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The joint should be considerably designed to make sure that shear failure can firstly occur in energy dissipation element.</description><subject>Energy dissipation</subject><subject>Failure</subject><subject>Frame structures</subject><subject>Glass transition temperature</subject><subject>Reinforcement (structures)</subject><subject>Seismic response</subject><subject>Shear</subject><subject>Structural steels</subject><issn>1022-6680</issn><issn>1662-8985</issn><issn>1662-8985</issn><isbn>9783037855843</isbn><isbn>3037855843</isbn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2013</creationdate><recordtype>article</recordtype><recordid>eNqVkE1vEzEQhi0-JErpf_ARIe3WX2t7j0lIAKkIqYUDFyzvZKy4bHZb20vUf49RkDhzmsO888zMQ8g7zlrFhL0-nU5thohTiSFCO2G5Xn2-bbXsG61Ya7V-Ri641qKxve2ek6veWMmksV1nlXxRe0yIRmvLXpHXOd8zphUX3QX5cXdAn-jOx3FJSNd48L_inOgc6PdmC1A3pgh-HJ_oOnlAGid6u6G75I9I70paoNS5TJdpj4lufSqHx8X_RLqCEufpDXkZ_Jjx6m-9JN9226-bj83Nlw-fNqubBqSRpRE4qP3eBovB8ADSh06qAbpg-k4MYTAg6r2D50Z4PSgcBmM6BA6BA_Tcykvy9sx9SPPjgrm4Y8yA4-gnnJfsuGVMma5XvEbX5yikOeeEwT2kePTpyXHm_sh2Vbb7J9tV2a7KdlW2q7JdlV0h78-QkvyUC8LB3c9LmuqP_4P5DRrekXw</recordid><startdate>20130101</startdate><enddate>20130101</enddate><creator>Yu, An Lin</creator><creator>Wang, Da Peng</creator><general>Trans Tech Publications Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QQ</scope><scope>7SM</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20130101</creationdate><title>Shear Failure Behavior of Y-Eccentrically Brace in RC Frame Structures under Earthquake Action</title><author>Yu, An Lin ; Wang, Da Peng</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c373t-2eb4dd8f8ef71fc3af534bc5f7952bfb7c2641ba172a6b4ebb775ec1cf1cc9183</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2013</creationdate><topic>Energy dissipation</topic><topic>Failure</topic><topic>Frame structures</topic><topic>Glass transition temperature</topic><topic>Reinforcement (structures)</topic><topic>Seismic response</topic><topic>Shear</topic><topic>Structural steels</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Yu, An Lin</creatorcontrib><creatorcontrib>Wang, Da Peng</creatorcontrib><collection>CrossRef</collection><collection>Ceramic Abstracts</collection><collection>Earthquake Engineering Abstracts</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Advanced Materials Research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Yu, An Lin</au><au>Wang, Da Peng</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Shear Failure Behavior of Y-Eccentrically Brace in RC Frame Structures under Earthquake Action</atitle><jtitle>Advanced Materials Research</jtitle><date>2013-01-01</date><risdate>2013</risdate><volume>639-640</volume><spage>866</spage><epage>869</epage><pages>866-869</pages><issn>1022-6680</issn><issn>1662-8985</issn><eissn>1662-8985</eissn><isbn>9783037855843</isbn><isbn>3037855843</isbn><abstract>In order to study the mechanical characteristics and the shear failure behavior under earthquake action, a single-storey single-span RC frame structure strengthened with Y-eccentrically brace were designed and manufactured to be 1/3 scale. 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| subjects | Energy dissipation Failure Frame structures Glass transition temperature Reinforcement (structures) Seismic response Shear Structural steels |
| title | Shear Failure Behavior of Y-Eccentrically Brace in RC Frame Structures under Earthquake Action |
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