Research Article
Mar 1976
Tests on Slab-Column Connections with Shear and Unbalanced Flexure
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VIEW THE REPLYAuthors: Shafiqul Islam and Robert Park, M.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 102, Issue 3
Abstract
Tests were conducted on eight 1/2-scale models of reinforced concrete interior flat plate-column connections transferring shear and unbalanced moment from gravity and simulated seismic loading. The slab at the connection contained either no shear reinforcement or shear reinforcement in the form of either cranked bars, structural steel shearhead or closed vertical stirrups. The simulated seismic loading was statically applied, either monotonically or cyclically in the inelastic range. The strength and ductility of the connections, and the modes of failure, were compared. The connections without shear reinforcement failed suddenly in diagonal tension. The use of cranked bars as shear reinforcement increased the strength of the connection but did not increase the ductility. The use of a structural steel shearhead resulted in an increase in strength and in a limited increase in ductility. The use of closed vertical stirrups around the slab bars, which passed through the column, resulted in an increase in the strength and in a substantial increase in the ductility of the connection.
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Information
Published In
Journal of the Structural Division
Volume 102 • Issue 3 • March 1976
Pages: 549 - 568
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Mar 1976
Published online: Feb 1, 2021
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Affiliations
Shafiqul Islam
Asst. Engr. Gillman, Gary, Clapp and Sayers, Consulting Engrs., Hamilton, New Zealand
Robert Park, M.ASCE
Prof. of Civ. Engrg. Univ. of Canterbury, Christchurch, New Zealand
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.