체적제어법에 의한 철근콘크리트 중공 기둥의 비선형 해석

Nonlinear Analysis of Hollow RC Columns using Volume Control Method

  • 임상묵 (동부건설(주)) ;
  • 송하원 (연세대학교 사회환경시스템공학부) ;
  • 변근주 (연세대학교 사회환경시스템공학부) ;
  • 남상혁 (연세대학교 사회환경시스템공학부)
  • 발행 : 2005.05.01

초록

To overcome the drawbacks of conventional load-control method and displacement-control method, the so-called volume-control method was developed by utilizing a pressure node added into a layered shell element. The pressure node has an increment of pressure as an additional degree of freedom of the shell element. In this study, the hollow RC columns are discretized with multi-layered shell elements and a modeling technique utilizing the volume-control analysis for various hollow RC column structures is introduced. The results of the nonlinear analysis using the modeling for hollow RC columns subjected to lateral reversed cyclic loading as well as lateral loading under compression are shown. Validity of the modeling technique is also verified by comparing the analysis results with experimental results and other analysis data.

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