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

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강섬유와 묶음철근 보강을 통한 고성능 연결보의 이력거동 평가

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dc.contributor.author Oh, Hae Cheol ko
dc.contributor.author Lee, Kihak ko
dc.contributor.author Han, Sang Whan ko
dc.contributor.author Shin, Myoungsu ko
dc.contributor.author Jo, Yeong Wook ko
dc.date.available 2016-01-12T05:58:54Z -
dc.date.created 2015-12-29 ko
dc.date.issued 2015-06 ko
dc.identifier.citation 콘크리트학회 논문집, v.27, no.3, pp.288 - 295 ko
dc.identifier.issn 1229-5515 ko
dc.identifier.uri https://scholarworks.unist.ac.kr/handle/201301/18125 -
dc.description.abstract In this paper, a bundled diagonal reinforcement using high performance steel fiber was proposed to enhance the construct ability and seismic performance. Experiments of coupling beam was composed of four specimens and the hysteretic behavior evaluated for reverse cyclic loading to specimens using high performance steel fiber. The main variables of the experiment is a amount of stirrup and bundled reinforcement, depending on whether the mix of steel fiber. Specimen which criteria was applied 100% of stirrup and bundled diagonal reinforcement of ACI318 criteria. With this, by appling same diagonal reinforcement, two specimens were created by adjusting stirrup of 75%, 50%. So, a total of four specimens were produced. When coupling beam was placed concrete, this experiment was mixed in a content of steel fiber 1%. All the specimens were produced by aspect ratio 3.5(l/h=1050/300) to a half-scale. In this result, two specimens as reduced to stirrup of 75%, 50% was no significant difference in the strength, stiffness and energy dissipation capacity, respectively compared to the stirrup of 100%. ko
dc.description.statementofresponsibility close -
dc.language 한국어 ko
dc.publisher 한국콘크리트학회 ko
dc.title 강섬유와 묶음철근 보강을 통한 고성능 연결보의 이력거동 평가 ko
dc.type ARTICLE ko
dc.type.rims ART ko
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