Behavior of Extended End-Plate Moment Connections Subject to Cyclic Loading

Extended end-plate moment connections are one alternative to fully welded connections that has been considered for use in seismic force resisting moment frames. As a part of the SAC Steel Project, a research program to investigate the behavior and design of extended end-plate moment connections unde...

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Published inJournal of structural engineering (New York, N.Y.) Vol. 128; no. 4; pp. 501 - 508
Main Authors Sumner, Emmett A, Murray, Thomas M
Format Journal Article
LanguageEnglish
Published American Society of Civil Engineers 01.04.2002
Subjects
TECHNICAL PAPERS
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Abstract Extended end-plate moment connections are one alternative to fully welded connections that has been considered for use in seismic force resisting moment frames. As a part of the SAC Steel Project, a research program to investigate the behavior and design of extended end-plate moment connections under cyclic loading was conducted at Virginia Polytechnic Institute and State University. Six bare steel beam-to-column connection specimens and one composite slab beam-to-column connection specimen were tested. An overview of the design, fabrication, and testing of the specimens is presented. The test results show that extended end-plate moment connections can be designed to provide the strength, stiffness, and ductility required for use in seismic force resisting moment frames. The effects of the composite slab are discussed, and it is recommended that the effects of the slab be considered in the design of beam-to-column extended end-plate moment connections.
AbstractList Extended end-plate moment connections are one alternative to fully welded connections that has been considered for use in seismic force resisting moment frames. As a part of the SAC Steel Project, a research program to investigate the behavior and design of extended end-plate moment connections under cyclic loading was conducted at Virginia Polytechnic Institute and State University. Six bare steel beam-to-column connection specimens and one composite slab beam-to-column connection specimen were tested. An overview of the design, fabrication, and testing of the specimens is presented. The test results show that extended end-plate moment connections can be designed to provide the strength, stiffness, and ductility required for use in seismic force resisting moment frames. The effects of the composite slab are discussed, and it is recommended that the effects of the slab be considered in the design of beam-to-column extended end-plate moment connections.
Author Sumner, Emmett A
Murray, Thomas M
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References Murray, T. M. 1988; 10
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  article-title: Recent developments for the design of moment end-plate connections.
  publication-title: J. Constr. Steel Res.
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Title Behavior of Extended End-Plate Moment Connections Subject to Cyclic Loading
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