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dc.contributor.author강주원ko
dc.contributor.author석근영ko
dc.contributor.author김기철[김기철]ko
dc.date.accessioned2015-12-17T03:10:45Z-
dc.date.available2015-12-17T03:10:45Z-
dc.date.created2015-11-29-
dc.date.issued201308-
dc.identifier.citation대한건축학회논문집 구조계, v.29, no.08, pp.11 - 18-
dc.identifier.issn1226-9107-
dc.identifier.urihttp://hdl.handle.net/YU.REPOSITORY/29171-
dc.description.abstractThe voided slabs have advantages that its self-weight does not greatly increase notwithstanding the increase of its thickness and its flexural performance does not significantly decrease in comparison with normal reinforced concrete slab. However, the utilization of the voided slab is currently being underestimated in spite of structural system that enables economic design of building and construction of eco-friendly structure. Because the method of structural analysis and design for the voided slab is not established. The existing evaluation method of flexural strength of the voided slab considering only compressive zone above the voided part is conservatively evaluated. In this study, the practical compressive zone of the voided slab are considered to evaluate its flexural performance based on neutral axis location. The voided ratio is less, neutral axis location is deeper. Flexural performance of the voided slab is defined as T section is a little larger than its flexural performance that is defined as rectangular section.-
dc.language한국어-
dc.publisher대한건축학회-
dc.subjectVoided Slab-
dc.subjectFlexural Performance-
dc.subjectCompressive Zone-
dc.subjectNeutral Axis-
dc.subjectT Section-
dc.subject중공슬래브-
dc.subject휨 성능-
dc.subject압축영역-
dc.subject중립축-
dc.subjectT형 단면-
dc.title중공비 및 철근비에 따른 일방향 중공슬래브의 휨 성능 평가-
dc.title.alternativeEvaluation of Flexural Performance of One-Way Voided Slabs-
dc.typeArticle-
dc.identifier.kciidART001799552-
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건축학부 > 건축학부 > Articles
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