2축 휨을 받는 철근 콘크리트 기둥의 좌굴거동Buckling Behavior of Reinforced Concrete Columns under Biaxial Loading
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | 김진근 | - |
| dc.contributor.author | 이상순 | - |
| dc.date.accessioned | 2013-03-15T19:56:35Z | - |
| dc.date.available | 2013-03-15T19:56:35Z | - |
| dc.date.created | 2012-02-06 | - |
| dc.date.issued | 1996-10 | - |
| dc.identifier.citation | 한국콘크리트학회 1996년도 가을 학술발표회, v., no., pp.480 - 485 | - |
| dc.identifier.uri | http://hdl.handle.net/10203/123297 | - |
| dc.description.abstract | A numerical method for perdicting the behavior of a reinforced concrete column under biaxial loading is proposed, using the layered finite element method. Concrete is assumed to exhibit strain softening and steel reinforcement is elastic-plastic. The bending theory assumptions are used and bond slip of reinforcement is meglected. To perdict the entire load-deformation characteristics, displacement control method is used. This method consider not only combined effect due to axial load and bending moment but also that due to bending moments. Predicted behaviors of reinforced concrete columns under biaxial loading through the numerical method proposed in this study show good agreements with test results. | - |
| dc.language | KOR | - |
| dc.publisher | 한국콘크리트학회 | - |
| dc.title | 2축 휨을 받는 철근 콘크리트 기둥의 좌굴거동 | - |
| dc.title.alternative | Buckling Behavior of Reinforced Concrete Columns under Biaxial Loading | - |
| dc.type | Conference | - |
| dc.type.rims | CONF | - |
| dc.citation.beginningpage | 480 | - |
| dc.citation.endingpage | 485 | - |
| dc.citation.publicationname | 한국콘크리트학회 1996년도 가을 학술발표회 | - |
| dc.identifier.conferencecountry | South Korea | - |
| dc.identifier.conferencecountry | South Korea | - |
| dc.contributor.localauthor | 김진근 | - |
| dc.contributor.nonIdAuthor | 이상순 | - |
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