2축 휨을 받는 구형기둥의 축력-모멘트 상관곡선Failure Surface of Rectangular Columns Subject to Biaxial Bending

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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.
Publisher
한국콘크리트학회
Issue Date
1993-04
Language
KOR
Citation

한국콘크리트학회 1993년도 봄 학술발표회, pp.113 - 118

URI
http://hdl.handle.net/10203/113361
Appears in Collection
CE-Conference Papers(학술회의논문)
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