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신명수

Shin, Myoungsu
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Seismic Design of Reinforced Concrete Beam-Column Joints with Headed Bars

Author(s)
Kang, Thomas H. -K.Shin, MyoungsuMitra, NilanjanBonacci, John F.
Issued Date
2009-11
URI
https://scholarworks.unist.ac.kr/handle/201301/8115
Fulltext
http://www.scopus.com/inward/record.url?partnerID=HzOxMe3b&scp=73249136472
Citation
ACI STRUCTURAL JOURNAL, v.106, no.6, pp.868 - 877
Abstract
Section 12.6 provisions of ACI 318-08 detail the development of headed and mechanically anchored deformed bars for the first time in the Code series. Prior to this, Joint ACI-ASCE Committee 352 published design recommendations for headed reinforcement used in reinforced concrete beam-column joints (ACI 352R-02). However, both ACI 318-08 and 352R-02 are based on quite limited experimental research. Given this concerti, these ACI standards and recommendations were evaluated using an extensive database encompassing most available test data for reinforced concrete beam-column joints with headed bars subjected to reversed cyclic loading. The primary objectives of this study are to document the experimental investigations in a uniform format; provide a detailed review for the test data; and, finally, propose design guidelines to supplement ACI 352R-02 and 318-08 on the subject of headed bars anchored in beam-column joints.
Publisher
AMER CONCRETE INST
ISSN
0889-3241

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