DC Field | Value | Language |
---|---|---|
dc.contributor.author | 김진근 | - |
dc.contributor.author | 이태규 | - |
dc.contributor.author | 양주경 | - |
dc.date.accessioned | 2013-03-14T09:26:32Z | - |
dc.date.available | 2013-03-14T09:26:32Z | - |
dc.date.created | 2012-02-06 | - |
dc.date.issued | 1992-04 | - |
dc.identifier.citation | 1992 한국콘크리트학회 봄 학술대회, v., no., pp.47 - 52 | - |
dc.identifier.uri | http://hdl.handle.net/10203/107421 | - |
dc.description.abstract | The entire nonlinear behavior of reinforced concrete frames up to collapse, is analyzed by the displacement control method and the combined layered and nonlayered method. All of the rigidities of section are calculated approximately by a sum over all the layers for the layered method, are used the integral values over the cross section area for the nonlayered method. The spurious sensitivity to the chosen element size in the result of analysis by finite element method for the materials with strain-softening can be overcome by modifying the strain distribution based on the concept of fracture energy at plastic hinge considering the applied axial load. | - |
dc.language | KOR | - |
dc.publisher | 한국콘크리트학회 | - |
dc.title | 철근콘크리트 골조 비선형해석의 새로운 기법 | - |
dc.title.alternative | New Approach for Nonlinear Analysis of Reinforced Concrete Frames | - |
dc.type | Conference | - |
dc.type.rims | CONF | - |
dc.citation.beginningpage | 47 | - |
dc.citation.endingpage | 52 | - |
dc.citation.publicationname | 1992 한국콘크리트학회 봄 학술대회 | - |
dc.identifier.conferencecountry | South Korea | - |
dc.identifier.conferencecountry | South Korea | - |
dc.contributor.localauthor | 김진근 | - |
dc.contributor.nonIdAuthor | 이태규 | - |
dc.contributor.nonIdAuthor | 양주경 | - |
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