ScholarWorks: Cyclic Testing for Seismic Design Guide of Beam-Column Joints with Closely Spaced Headed Bars

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Shin, Myoungsu

Sustainable Structural Systems Lab

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Seismic design, Tall buildings, High performance composites, Ultrasonic non-destructive evaluation technologies

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Cyclic Testing for Seismic Design Guide of Beam-Column Joints with Closely Spaced Headed Bars

DC Field	Value	Language
dc.contributor.author	Kang, Thomas H. -K.	ko
dc.contributor.author	Kim, Woosuk	ko
dc.contributor.author	Shin, Myoungsu	ko
dc.date.available	2014-04-10T01:28:02Z	-
dc.date.created	2013-06-12	ko
dc.date.issued	2012-02	-
dc.identifier.citation	JOURNAL OF EARTHQUAKE ENGINEERING, v.16, no.2, pp.211 - 230	ko
dc.identifier.issn	1363-2469	ko
dc.identifier.uri	https://scholarworks.unist.ac.kr/handle/201301/3104	-
dc.identifier.uri	https://www.tandfonline.com/doi/full/10.1080/13632469.2011.610497	ko
dc.description.abstract	Given the overly strict requirements for clear headed-bar spacing in ACI 318-08 and the lack of headed bar provisions in CEB-FIB MC 90, two approximately 2/3-scale exterior beam-column connection subassemblies were tested under cyclic lateral loading. The tests primarily explored the effect on their seismic performance of using (a) small clear spacings and (b) multiple layers of headed bars in the beam. Also, previous test data were thoroughly analyzed. It was concluded that the clear bar spacing of approximately 2d(b) or the use of two bar layers may be permitted for headed bars anchored in exterior beam-column joints.	ko
dc.description.statementofresponsibility	close	-
dc.language	ENG	ko
dc.publisher	TAYLOR & FRANCIS LTD	ko
dc.subject	Beam - column connection	ko
dc.subject	Beam-column joints	ko
dc.subject	Cyclic lateral loading	ko
dc.subject	Cyclic testing	ko
dc.subject	Development	ko
dc.subject	Headed Bar	ko
dc.subject	Multiple layers	ko
dc.subject	Seismic Performance	ko
dc.subject	Test data	ko
dc.title	Cyclic Testing for Seismic Design Guide of Beam-Column Joints with Closely Spaced Headed Bars	ko
dc.type	ARTICLE	ko
dc.identifier.scopusid	2-s2.0-84856834355	ko
dc.identifier.wosid	000302175200003	ko
dc.type.rims	ART	ko
dc.description.wostc	2	*
dc.description.scopustc	2	*
dc.date.tcdate	2015-02-28	*
dc.date.scptcdate	2014-08-22	*
dc.identifier.doi	10.1080/13632469.2011.610497	ko