Moment-Resisting Joints
Moment‐resisting joints is a general term used to cover all joints which transfer significant bending moments between the connected members, but also shear and/or axial forces. These joints may be rigid or semi‐rigid, in terms of stiffness, and may exhibit a full or a partial strength resistance lev...
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| creator | Jaspart Jean-Pierre Weynand Klaus |
| description | Moment‐resisting joints is a general term used to cover all joints which transfer significant bending moments between the connected members, but also shear and/or axial forces. These joints may be rigid or semi‐rigid, in terms of stiffness, and may exhibit a full or a partial strength resistance level. This chapter first addresses the characterisation of the mechanical response of individual components covered by EN 1993‐1‐8. Then, it discusses the assembly procedure problem, successively in terms of resistance, stiffness and deformation capacity. The chapter presents the application of the component approach to specific joints. it considers the following joint configurations: steel beam‐to‐column, beam‐to‐beam and beam splices; steel column splices; and column bases. In EN 1993‐1‐8, components are characterised by means of three specific design properties: the elastic stiffness; the plastic resistance; and the (plastic) deformation capacity. |
| doi_str_mv | 10.1002/9783433608715.ch6 |
| format | Book Chapter |
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These joints may be rigid or semi‐rigid, in terms of stiffness, and may exhibit a full or a partial strength resistance level. This chapter first addresses the characterisation of the mechanical response of individual components covered by EN 1993‐1‐8. Then, it discusses the assembly procedure problem, successively in terms of resistance, stiffness and deformation capacity. The chapter presents the application of the component approach to specific joints. it considers the following joint configurations: steel beam‐to‐column, beam‐to‐beam and beam splices; steel column splices; and column bases. In EN 1993‐1‐8, components are characterised by means of three specific design properties: the elastic stiffness; the plastic resistance; and the (plastic) deformation capacity.</description><edition>UK Edition</edition><identifier>ISBN: 3433032165</identifier><identifier>ISBN: 9783433032169</identifier><identifier>EISBN: 9781523121694</identifier><identifier>EISBN: 1523121696</identifier><identifier>EISBN: 3433608733</identifier><identifier>EISBN: 9783433608739</identifier><identifier>EISBN: 9783433608715</identifier><identifier>EISBN: 3433608717</identifier><identifier>DOI: 10.1002/9783433608715.ch6</identifier><identifier>OCLC: 993773247</identifier><identifier>LCCallNum: TA652.J37 2017</identifier><language>eng</language><publisher>Germany: John Wiley & Sons</publisher><subject>beam‐to‐column joint configurations ; Civil Engineering & Construction Materials ; column bases ; Composites ; deformation capacity ; elastic stiffness ; EN 1993‐1‐8 ; Mechanics & Design ; moment‐resisting joints ; plastic resistance ; steel column splices ; Structural Engineering</subject><ispartof>Design of Joints in Steel Structures, 2017, p.1-1</ispartof><rights>2017</rights><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Uhttps://content.knovel.com/content/Thumbs/thumb11474.gif</thumbnail><link.rule.ids>779,780,784,793,27925</link.rule.ids></links><search><contributor>Jaspart, Jean‐Pierre</contributor><contributor>Weynand, Klaus</contributor><creatorcontrib>Jaspart Jean-Pierre</creatorcontrib><creatorcontrib>Weynand Klaus</creatorcontrib><title>Moment-Resisting Joints</title><title>Design of Joints in Steel Structures</title><description>Moment‐resisting joints is a general term used to cover all joints which transfer significant bending moments between the connected members, but also shear and/or axial forces. These joints may be rigid or semi‐rigid, in terms of stiffness, and may exhibit a full or a partial strength resistance level. This chapter first addresses the characterisation of the mechanical response of individual components covered by EN 1993‐1‐8. Then, it discusses the assembly procedure problem, successively in terms of resistance, stiffness and deformation capacity. The chapter presents the application of the component approach to specific joints. it considers the following joint configurations: steel beam‐to‐column, beam‐to‐beam and beam splices; steel column splices; and column bases. In EN 1993‐1‐8, components are characterised by means of three specific design properties: the elastic stiffness; the plastic resistance; and the (plastic) deformation capacity.</description><subject>beam‐to‐column joint configurations</subject><subject>Civil Engineering & Construction Materials</subject><subject>column bases</subject><subject>Composites</subject><subject>deformation capacity</subject><subject>elastic stiffness</subject><subject>EN 1993‐1‐8</subject><subject>Mechanics & Design</subject><subject>moment‐resisting joints</subject><subject>plastic resistance</subject><subject>steel column splices</subject><subject>Structural Engineering</subject><isbn>3433032165</isbn><isbn>9783433032169</isbn><isbn>9781523121694</isbn><isbn>1523121696</isbn><isbn>3433608733</isbn><isbn>9783433608739</isbn><isbn>9783433608715</isbn><isbn>3433608717</isbn><fulltext>true</fulltext><rsrctype>book_chapter</rsrctype><creationdate>2017</creationdate><recordtype>book_chapter</recordtype><recordid>eNpVj01Lw0AQhldEsdaexZtHL9GZ_cwepX5TEYp6XbabqY1Jk5qNSv-9CenFwzDMyzwvPIydIVwiAL-yJhVSCA2pQXUZVnqPTboMFRfIUVu5z477BxDdpQ7ZyFphjODSHLFJjJ_QlYAEpWHETp_rNVVtMqeYxzavPs6f6rxq4wk7WPoy0mS3x-zt7vZ1-pDMXu4fp9ezpEAOOsk08hQFeqOCWRBaLoAAPFqrs0CEgoCbkGmfevTeh8yLoIRfYtCIQGLMcOj9zUvaOlrUdREdgutN3T9T15n20zFyYDZN_fVNsR2w0Hk0vgwrv2mpiU5aQNM3Yeo4Vx12MWBFVf9Q6TZNvvbN1u0AV7SAOJc371z8ASNSY20</recordid><startdate>2017</startdate><enddate>2017</enddate><creator>Jaspart Jean-Pierre</creator><creator>Weynand Klaus</creator><general>John Wiley & Sons</general><general>Wilhelm Ernst & Sohn Verlag fur Architektur und Technische</general><general>Wiley‐VCH Verlag GmbH & Co. KGaA</general><scope>FFUUA</scope></search><sort><creationdate>2017</creationdate><title>Moment-Resisting Joints</title><author>Jaspart Jean-Pierre ; Weynand Klaus</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-k1206-d6128131a75c7be19230e00a1996dcee13e027cd6a8a1aaacda3c53af1c6110e3</frbrgroupid><rsrctype>book_chapters</rsrctype><prefilter>book_chapters</prefilter><language>eng</language><creationdate>2017</creationdate><topic>beam‐to‐column joint configurations</topic><topic>Civil Engineering & Construction Materials</topic><topic>column bases</topic><topic>Composites</topic><topic>deformation capacity</topic><topic>elastic stiffness</topic><topic>EN 1993‐1‐8</topic><topic>Mechanics & Design</topic><topic>moment‐resisting joints</topic><topic>plastic resistance</topic><topic>steel column splices</topic><topic>Structural Engineering</topic><toplevel>online_resources</toplevel><creatorcontrib>Jaspart Jean-Pierre</creatorcontrib><creatorcontrib>Weynand Klaus</creatorcontrib><collection>ProQuest Ebook Central - Book Chapters - Demo use only</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Jaspart Jean-Pierre</au><au>Weynand Klaus</au><au>Jaspart, Jean‐Pierre</au><au>Weynand, Klaus</au><format>book</format><genre>bookitem</genre><ristype>CHAP</ristype><atitle>Moment-Resisting Joints</atitle><btitle>Design of Joints in Steel Structures</btitle><date>2017</date><risdate>2017</risdate><spage>1</spage><epage>1</epage><pages>1-1</pages><isbn>3433032165</isbn><isbn>9783433032169</isbn><eisbn>9781523121694</eisbn><eisbn>1523121696</eisbn><eisbn>3433608733</eisbn><eisbn>9783433608739</eisbn><eisbn>9783433608715</eisbn><eisbn>3433608717</eisbn><abstract>Moment‐resisting joints is a general term used to cover all joints which transfer significant bending moments between the connected members, but also shear and/or axial forces. These joints may be rigid or semi‐rigid, in terms of stiffness, and may exhibit a full or a partial strength resistance level. This chapter first addresses the characterisation of the mechanical response of individual components covered by EN 1993‐1‐8. Then, it discusses the assembly procedure problem, successively in terms of resistance, stiffness and deformation capacity. The chapter presents the application of the component approach to specific joints. it considers the following joint configurations: steel beam‐to‐column, beam‐to‐beam and beam splices; steel column splices; and column bases. In EN 1993‐1‐8, components are characterised by means of three specific design properties: the elastic stiffness; the plastic resistance; and the (plastic) deformation capacity.</abstract><cop>Germany</cop><pub>John Wiley & Sons</pub><doi>10.1002/9783433608715.ch6</doi><oclcid>993773247</oclcid><tpages>1</tpages><edition>UK Edition</edition></addata></record> |
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| identifier | ISBN: 3433032165 |
| ispartof | Design of Joints in Steel Structures, 2017, p.1-1 |
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| language | eng |
| recordid | cdi_proquest_ebookcentralchapters_4901710_118_225 |
| source | Ebook Central Perpetual and DDA |
| subjects | beam‐to‐column joint configurations Civil Engineering & Construction Materials column bases Composites deformation capacity elastic stiffness EN 1993‐1‐8 Mechanics & Design moment‐resisting joints plastic resistance steel column splices Structural Engineering |
| title | Moment-Resisting Joints |
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