An Analytical Study on the Deformation Behavior of the Reinforced Concrete Circular Section Column under Bi-Axial Bending Moment and Axial Force

2축휨가 축력을 받는 철근콘크리트 원형단면주의 변형성상에 관한 해석적연구

This paper is a study on the deformation behavior of the reinforced concrete circular section column carrying bi-axial bending moment and axial force. That is, this is to clarify the deformation behavior of the reinforced concrete circular section column carrying bi-axial bending moment and axial force by analytic methods. The deformation behavior of circular section column under bi-axial uni-axial bending moment and axial force are compare with those of a square section column under the same conditions. Those of circular section column under bi-axial bending moment are decreased as compared with those of circular section column under uni-axial bending moment. The results mentioned above are the same under the axial force of 7tons and 11tons.