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Shin, Myoungsu
Sustainable Structural Systems Lab
Research Interests
  • Seismic design, Tall buildings, High performance composites, Ultrasonic non-destructive evaluation technologies


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

DC Field Value Language Kang, Thomas H. -K. ko Kim, Woosuk ko Shin, Myoungsu ko 2014-04-10T01:28:02Z - 2013-06-12 ko 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 -
dc.identifier.uri 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 * 2015-02-28 * 2014-08-22 *
dc.identifier.doi 10.1080/13632469.2011.610497 ko
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