2축 휨을 받는 구형기둥의 축력-모멘트 상관곡선Failure Surface of Rectangular Columns Subject to Biaxial Bending
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | 김진근 | - |
| dc.contributor.author | 양주경 | - |
| dc.date.accessioned | 2013-03-14T21:14:26Z | - |
| dc.date.available | 2013-03-14T21:14:26Z | - |
| dc.date.created | 2012-02-06 | - |
| dc.date.issued | 1993-04 | - |
| dc.identifier.citation | 한국콘크리트학회 1993년도 봄 학술발표회, v., no., pp.113 - 118 | - |
| dc.identifier.uri | http://hdl.handle.net/10203/113361 | - |
| dc.description.abstract | A method for approximating the failure surfaces for columns in compression and biaxial bending was proposed by using the moments along the line of a diagonal of the section. This method showed the better approximations for the failure surfaces of columns than the method of ACI. To calculate the moments along the line of a diagonal of the section, an approximate method which is not influenced by the number of steel s and the location of inner steels was proposed This method gave satisfactory approximations for practical sections of columns. | - |
| dc.language | KOR | - |
| dc.publisher | 한국콘크리트학회 | - |
| dc.title | 2축 휨을 받는 구형기둥의 축력-모멘트 상관곡선 | - |
| dc.title.alternative | Failure Surface of Rectangular Columns Subject to Biaxial Bending | - |
| dc.type | Conference | - |
| dc.type.rims | CONF | - |
| dc.citation.beginningpage | 113 | - |
| dc.citation.endingpage | 118 | - |
| dc.citation.publicationname | 한국콘크리트학회 1993년도 봄 학술발표회 | - |
| dc.identifier.conferencecountry | South Korea | - |
| dc.identifier.conferencecountry | South Korea | - |
| dc.contributor.localauthor | 김진근 | - |
| dc.contributor.nonIdAuthor | 양주경 | - |
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