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신명수

Shin, Myoungsu
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dc.citation.endPage 656 -
dc.citation.number 6 -
dc.citation.startPage 649 -
dc.citation.title 콘크리트학회 논문집 -
dc.citation.volume 25 -
dc.contributor.author Kwon, Hyun-Wook -
dc.contributor.author Jeon, Yong-Ryul -
dc.contributor.author Lee, Ki-Hak -
dc.contributor.author Shin, Myoungsu -
dc.contributor.author Han, Sang-Whan -
dc.date.accessioned 2023-12-22T03:11:17Z -
dc.date.available 2023-12-22T03:11:17Z -
dc.date.created 2014-01-09 -
dc.date.issued 2013-12 -
dc.description.abstract Coupled shear walls can provide an efficient structural system to resist lateral force. However, the reinforcement detail for diagonally reinforced coupling beams required by ACI-318 often causes the difficulties in construction due to the reinforcement congestion and interference among reinforcement. This paper is to evaluate cyclic behavior of High-Performance Fiber-Reinforced Cement Composite (HPFRCC) coupling beams having reduced transverse reinforcement around the beam perimeter. Experimental test was conducted using three specimens having a beam aspect ratio 2.0. Test results showed that HPFRCC coupling beams with half of transverse reinforcement required by ACI-318 provided similar energy dissipation capacities compared with the coupling beams having reinforcement satisfy the requirement of ACI-318. -
dc.identifier.bibliographicCitation 콘크리트학회 논문집, v.25, no.6, pp.649 - 656 -
dc.identifier.doi 10.4334/JKCI.2013.25.6.649 -
dc.identifier.issn 1229-5515 -
dc.identifier.uri https://scholarworks.unist.ac.kr/handle/201301/4118 -
dc.language 한국어 -
dc.publisher 한국콘크리트학회 -
dc.title.alternative Cyclic Behavior of High-Performance Fiber-Reinforced Cement Composite Coupling Beam Having Diagonal Reinforcement -
dc.title 대각철근을 갖는 고성능 섬유보강 시멘트 복합체 연결보의 이력거동 평가 -
dc.type Article -
dc.description.isOpenAccess FALSE -
dc.identifier.kciid ART001834308 -
dc.description.journalRegisteredClass kci -

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