Bond Performance of Interior Beam-Column Joints with High Strength Reinforcement

Brooke, Nicholas; Megget, Leslie; Ingham, Jason

dc.contributor.author	Brooke, Nicholas	en
dc.contributor.author	Megget, Leslie	en
dc.contributor.author	Ingham, Jason	en
dc.date.accessioned	2011-12-05T00:10:09Z	en
dc.date.issued	2006	en
dc.identifier.citation	Structural Journal 103(4):596-603 2006	en
dc.identifier.issn	0889-3241	en
dc.identifier.uri	http://hdl.handle.net/2292/9769	en
dc.description.abstract	Four beam-column joint tests were undertaken to assess the accuracy of New Zealand design rules relating to bond strength in beam-column joints when applied to large diameter, high-strength reinforcement. The ratio of longitudinal beam reinforcement diameter to column depth intentionally did not meet the requirements of the New Zealand design standard for any of the units. The units were subjected to cyclic displacements up to interstory drift angles of 5%. Bond failure occurred in two of the four test units, at drift levels exceeding those allowed by international codes. It is believed that the unexpectedly good bond performance of the remaining two units was due to the large excess of vertical joint shear and column moment capacity.	en
dc.publisher	American Concrete Institute	en
dc.relation.ispartofseries	ACI Structural Journal	en
dc.rights	Items in ResearchSpace are protected by copyright, with all rights reserved, unless otherwise indicated. Previously published items are made available in accordance with the copyright policy of the publisher. Details obtained from http://www.sherpa.ac.uk/romeo/issn/0889-3241/	en
dc.rights.uri	https://researchspace.auckland.ac.nz/docs/uoa-docs/rights.htm	en
dc.title	Bond Performance of Interior Beam-Column Joints with High Strength Reinforcement	en
dc.type	Journal Article	en
pubs.issue	4	en
pubs.begin-page	596	en
pubs.volume	103	en
dc.rights.holder	Copyright: American Concrete Institute	en
pubs.author-url	http://proquest.umi.com/pqdweb?index=0&did=1268549881&SrchMode=1&sid=1&Fmt=3&VInst=PROD&VType=PQD&RQT=309&VName=PQD&TS=1323296446&clientId=13395	en
pubs.end-page	603	en
dc.rights.accessrights	http://purl.org/eprint/accessRights/RestrictedAccess	en
pubs.subtype	Article	en
pubs.elements-id	39368	en
pubs.org-id	Engineering	en
pubs.org-id	Civil and Environmental Eng	en
pubs.record-created-at-source-date	2010-09-01	en