FEM 적용한 유닛 모듈러 골조의 기둥-보 접합부 해석

In this study, the comparison between calculated results obtained from the finite element analysis model and experimental results was conducted to understand the structural behavior of unit modular steel frame joint with the cold forming square-shape steel pipe pillar and light weight ㄷ-section steel beam. As results, it was investigated that the proposed analysis model can be performed very well for the nonlinear finite element analysis in that there was good agrement between calculated results and experimental results.