Please use this identifier to cite or link to this item: https://doi.org/10.1061/(ASCE)0733-9445(1995)121:5(824)
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dc.titleWelded interior box-column to i-beam connections
dc.contributor.authorShanmugam, N.E.
dc.contributor.authorTing, L.C.
dc.date.accessioned2014-06-17T08:27:54Z
dc.date.available2014-06-17T08:27:54Z
dc.date.issued1995-05
dc.identifier.citationShanmugam, N.E., Ting, L.C. (1995-05). Welded interior box-column to i-beam connections. Journal of structural engineering New York, N.Y. 121 (5) : 824-830. ScholarBank@NUS Repository. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:5(824)
dc.identifier.issn07339445
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/66416
dc.description.abstractThis paper deals with experimental investigations to study the ultimate load behavior of I-beam to box-column connections stiffened externally. Specimens representative of interior columns in a steel building frame were fabricated with connections stiffened by T-sections butt-welded at the junction of the beam and column flange. They were tested to failure under static and fluctuating loads applied separately. Ultimate load-carrying capacity and typical load-deflection and moment-rotation responses obtained experimentally are presented; the results for those specimens tested under static loading are compared with the corresponding results using the elasto-plastic finite-element method. Close agreement is observed between the experimental and theoretical moment-rotation curves. Results show clearly that these connections satisfy the basic criteria: sufficient strength, sufficient rotation capacity, and adequate stiffness for a moment connection. The proposed connections are capable of developing load-carrying capacity in excess of the plastic capacity of the beams framing into the joint.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1061/(ASCE)0733-9445(1995)121:5(824)
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1061/(ASCE)0733-9445(1995)121:5(824)
dc.description.sourcetitleJournal of structural engineering New York, N.Y.
dc.description.volume121
dc.description.issue5
dc.description.page824-830
dc.description.codenJSEND
dc.identifier.isiutA1995QU60600004
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