コンクリート充填角形鋼管柱の曲げモーメント−部材角関係に関する復元力特性モデル

抄録

The advantages of concrete-filled steel-tube (CFT) columns include high strength and remarkable ductility, since the steel tube provides confinement to the concrete while the concrete prevents local buckling of the steel tube. CFT column composite frame systems with steel beams have been widely used in bending moment-resisting frame systems for mainly office buildings. CFT columns at typical floors are short and have small ratios of buckling length to cross section depth, and those at entrances of lower floors are slender and have large ratios of buckling length to cross section depth. CFT columns from short to slender have been used in buildings. In order to verify the structural safety of CFT structures in the ultimate state against huge earthquakes, etc., a restoring force characteristic model incorporating strength reduction after ultimate strength is required. The stress states of CFT columns applied to buildings are in a state of flexural-shear stress, and the structures are designed for the predominant flexural yielding. It is thought that accurate evaluation of a bending moment-deformation relationship under axial force will lead to design of columns that have the features of CFT columns. For a restoring force characteristic model, which is the basis of the bending moment-rotation angle relationship of CFT columns from short to slender, it is important to devise a simple model incorporating a reduction of strength after ultimate strength.

This paper proposes a new simplified restoring force characteristic model of a bending moment-rotation angle relationship for square CFT beam-columns to estimate the elasto-plastic flexural-shear behavior of beam-columns from short to slender. The square CFT beam-column model incorporates a reduction in strength after ultimate strength. The proposed simplified model is a multi-linear model having a crack strength point, a yield strength point, an ultimate strength point and strength reduction points. In the proposed model, each flexural strength is calculated by a general superposed strength method, and new multiple regression formulas for each rotation angle are proposed based on results of cyclic and monotonic loading tests from previous researches. Predictions from the proposed model of the bending moment-rotation angle are found to agree approximately with experimental results up to large rotation angles.