Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 한상환 | - |
dc.date.accessioned | 2018-02-01T02:45:38Z | - |
dc.date.available | 2018-02-01T02:45:38Z | - |
dc.date.issued | 2011-02 | - |
dc.identifier.citation | 대한건축학회 논문집 (구조계), 2011, 27(2), P.11-18(8) | en_US |
dc.identifier.issn | 1226-9107 | - |
dc.identifier.uri | http://www.dbpia.co.kr/Journal/ArticleDetail/NODE01599114 | - |
dc.description.abstract | The transfer slab system is widely used in high apartment building and is a structural system that transfers the loads from the upper shear wall structure to the lower columns. This system has convenience in construction but is noneconomic system due to a very thick slab. The fault is overcame by voids in the slab. Because the structural performance is, however, decreased by the voids, the strength prediction of the void slabs is very important. However, the current code doesn't provide a clear calculation provision for the strength of void slabs. In this study, experimental study was conducted to investigate the flexural strength and the one-way shear strength of the void transfer slab. The flexural and the shear strength of the specimens was predicted by current code and prior researches. In result, the flexural strength of void slabs is accurately predicted by the equation of the current code, and the shear strength is accurately predicted by shear equation of the code considering slab effective section of 45 degree from a support. | en_US |
dc.language.iso | ko_KR | en_US |
dc.publisher | 대한건축학회 | en_US |
dc.subject | 전이슬래브 | en_US |
dc.subject | 중공 | en_US |
dc.subject | 휨강도 | en_US |
dc.subject | 전단강도 | en_US |
dc.subject | 실험 | en_US |
dc.subject | 유효단면 | en_US |
dc.subject | Transfer Slab | en_US |
dc.subject | Void | en_US |
dc.subject | Flexural Strength | en_US |
dc.subject | Shear Strength | en_US |
dc.subject | Experiment | en_US |
dc.subject | Effective Section | en_US |
dc.title | 중공 전이슬래브의 휨 및 전단강도 | en_US |
dc.title.alternative | Flexural and Shear Strength of the Void Transfer Slabs | en_US |
dc.type | Article | en_US |
dc.relation.no | 02 | - |
dc.relation.volume | 27 | - |
dc.relation.page | 11-18 | - |
dc.relation.journal | 대한건축학회논문집 구조계 | - |
dc.contributor.googleauthor | 한상환 | - |
dc.contributor.googleauthor | 유연호 | - |
dc.contributor.googleauthor | 박영미 | - |
dc.contributor.googleauthor | 김준삼 | - |
dc.contributor.googleauthor | 임주혁 | - |
dc.contributor.googleauthor | Han, Sang-Whan | - |
dc.contributor.googleauthor | Rew, Youn-Ho | - |
dc.contributor.googleauthor | Park, Young-Mi | - |
dc.contributor.googleauthor | Kim, Jun-Sam | - |
dc.contributor.googleauthor | Im, Ju-Hyeuk | - |
dc.relation.code | 2012233168 | - |
dc.sector.campus | S | - |
dc.sector.daehak | COLLEGE OF ENGINEERING[S] | - |
dc.sector.department | DEPARTMENT OF ARCHITECTURAL ENGINEERING | - |
dc.identifier.pid | swhan | - |
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