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dc.contributor.author신성우-
dc.date.accessioned2019-07-30T07:39:27Z-
dc.date.available2019-07-30T07:39:27Z-
dc.date.issued2006-05-
dc.identifier.citation한국콘크리트학회 2006년도 봄 학술발표회 논문집, Page. 154 - 157en_US
dc.identifier.urihttp://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE02290690&language=ko_KR-
dc.identifier.urihttps://repository.hanyang.ac.kr/handle/20.500.11754/108005-
dc.description.abstractAn experimental study was conducted to study the behavior of slab-column connections under lateral load. Test variable include gravity shear ratio(V/V=0.3, 0.5) and flexural reinforcement ratio of slab(ρ=0.01, 0.015). Strength and ductility of tested specimens were evaluated in accordance with gravity shear ratios and slab reinforcement ratios. Shear stresses of Code`s equation at the critical section were also compared with experimental results.-
dc.language.isoko_KRen_US
dc.publisher한국콘크리트학회en_US
dc.title횡하중을 받는 내부 슬래브-기둥 접합부의 거동en_US
dc.title.alternativeBehavior of Interior Slab-Column Connections under Lateral Loaden_US
dc.typeArticleen_US
dc.contributor.googleauthor권대홍-
dc.contributor.googleauthor최명신-
dc.contributor.googleauthor안종문-
dc.contributor.googleauthor이광수-
dc.contributor.googleauthor신성우-
dc.sector.campusE-
dc.sector.daehakCOLLEGE OF ENGINEERING SCIENCES[E]-
dc.sector.departmentDIVISION OF ARCHITECTURE-
dc.identifier.pidswshin-
Appears in Collections:
COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > ARCHITECTURE(건축학부) > Articles
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