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dc.contributor.author조영상-
dc.date.accessioned2020-12-10T06:02:17Z-
dc.date.available2020-12-10T06:02:17Z-
dc.date.issued2003-07-
dc.identifier.citation한국콘크리트학회 학술대회논문집 page.48-51en_US
dc.identifier.urihttps://www.koreascience.or.kr/article/CFKO200411722756068.page-
dc.identifier.urihttps://repository.hanyang.ac.kr/handle/20.500.11754/156107-
dc.description.abstractThis paper is to study the response of flat plate slab-column connections consisting of various types of shear reinforcement and steel plate subjected to gravity loadings, mainly punching shear forces using the non-destructive testing, spectral analysis of surface waves and structural experiments. The base specimen failed due to punching shear generated from the gravity. The three other types of slab shear reinforcement and steel plate showed effective in resisting punching shear for these types of connections under gravity loading. This study has focused in evaluating the velocity response of a Surface wave during the early age as the poured concrete specimens have been hardened, the possibility of damage detection in the slab-column connection and the relationship between the punching shear forces and the surface wave velocities under the condition that the punching shear forces had gradually increased until the flat plate slab in slab-column connection had been failed.en_US
dc.language.isoko_KRen_US
dc.publisher대한콘크리트학회en_US
dc.title구조 실험과 SASW를 이용한 플랫 플레이트 기둥-슬래브접합부에서의 구조적 거동에 관한 연구en_US
dc.title.alternativeStructural behavior in slab-column connections with shear plate using structural experiment and non-destructive test, impact echo methoden_US
dc.typeArticleen_US
dc.contributor.googleauthor주현지-
dc.contributor.googleauthor조영상-
dc.sector.campusE-
dc.sector.daehakCOLLEGE OF ENGINEERING SCIENCES[E]-
dc.sector.departmentDIVISION OF ARCHITECTURE-
dc.identifier.pidycho-
Appears in Collections:
COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > ARCHITECTURE(건축학부) > Articles
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