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


묶음 대각철근을 갖는 세장한 철근콘크리트 연결보의 이력거동

DC Field Value Language Han, Sang-Whan ko Yoo, Kyoung-Hwan ko Lee, Ki-Hak ko Shin, Myoungsu ko 2016-01-12T05:58:05Z - 2015-12-29 ko 2015-12 ko
dc.identifier.citation 콘크리트학회 논문집, v.27, no.6, pp.661 - 668 ko
dc.identifier.issn 1229-5515 ko
dc.identifier.uri -
dc.description.abstract Coupled shear walls are effective lateral force resisting system in which coupling beams link individual walls. For improving the energy dissipation capacity of coupling beams, diagonal reinforcement details were developed. However, it is difficult to construct diagonal reinforced coupling beams due to the congestion of reinforcement in the beam. For resolving the problem, this study developed precast coupling beams with bundled diagonal reinforcement. To reduce the reinforcement congestion, bundled diagonal reinforcement were placed in the coupling beam. To evaluate the cyclic performance of coupling beams with bundled diagonal reinforcement, experimental test were conducted. For this purpose, two slender specimens with an aspect ratio of 3.5 were made and tested. It was observed that the cyclic performance of the coupling beam with bundled diagonal reinforcement was similar with that of the coupling beam with normal diagonal reinforcement placed according to design code to ACI 318-11. ko
dc.description.statementofresponsibility close -
dc.language 한국어 ko
dc.publisher 한국콘크리트학회 ko
dc.title 묶음 대각철근을 갖는 세장한 철근콘크리트 연결보의 이력거동 ko
dc.title.alternative Cyclic Behavior of Slender Reinforced Concrete Coupling Beams with Bundled Diagonal Reinforcement ko
dc.type ARTICLE ko
dc.type.rims ART ko
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