2000 年 3 巻 p. 415-426
Semi-rigid connection structure made by I-section steel girder and reinforced concrete column is dealt with in this paper. Nonlinear behavior of the connection and internal stress transfer mechanism are analyzed by experiment and numerical calculation. Good agreement between experimental result and numerical estimation was obtained and the results on the stress distribution from elastic to plastic deformation are shown in the figures. And interaction behavior between steel girder, reinforcement bar, stud and concrete is analyzed in some cases.