Automatic Design of Steel Frame Using Nonlinear Analysis

비선형 해석을 이용한 강뼈대구조물의 자동화설계

  • 김창성 (세종대학교 토목환경공학과/건설기술연구소) ;
  • 마상수 (세종대학교 토목환경공학과/건설기술연구) ;
  • 김승억 (세종대학교 토목환경공학과/건설기술연구소)
  • Published : 2002.10.01

Abstract

An automatic design method of steel frames using nonlinear analysis is developed. The geometric nonlinearity is considered by the use of stability functions. A direct search method is used as an automatic design technique. The unit value of each member is evaluated by using LRFD Interaction equation. The member with the largest unit value Is replaced one by one with an adjacent larger member selected in the database. The weight of the steel frame is taken as an objective function. Load-carrying capacities, deflections, interstory drifts, and ductility requirement are used as constraint functions. Case study of a three-dimensional two story frame are presented.

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