Nonlinear Analysis of IPS System using the multi-noded cable element

다절점 케이블요소를 이용한 IPS 시스템의 비선형 해석

  • 이준석 (성균관대학교, 건설환경시스템공학과) ;
  • 김문영 (성균관대학교, 건설환경시스템공학과) ;
  • 한만엽 (아주대학교 토목설계공학과) ;
  • 김성보 (충북대학교 토목공학과) ;
  • 김낙경 (성균관대학교, 건설환경시스템공학과)
  • Published : 2006.04.01


In this paper, a geometric nonlinear analysis procedure of beam-column element including multi-noded cable element is presented. For this, first a stiffness matrix about beam-column element which considers the second effect of initial force supposing the curved shape at each time step with Hermitian polynomials as the shape function is derived and second, tangent stiffness matrix about multi-noded cable element being too. To verify geometric nonlinearity of this newly developed multi-noded cable-truss element, IPS(Innovative Prestressed Support) system using this theory is analysed by geometric nonlinear method and the results are compared with those by linear analysis.