Test on Hysteretic Behaviour of Prestressed Composite Joints with Concrete-Encased CFST Columns

Table 3

Loading history for test specimens.

Displacements (mm)	Interstory drift ratios (%)	Numbers of loading cycles
±6.6	±0.375	6
±8.8	±0.5	6
±13.1	±0.75	6
±17.5	±1.0	4
±26.3	±1.5	2
±35	±2.0	2
±52.5	±3.0	2
±70	±4.0	2
±87.5	±5.0	2