Eccentrically loadedconcrete filled steel tubular (CFST) laced columns were tested with slenderness ratio as main experimental parameter.
进行了钢管混凝土格构柱偏心受压试验，试验参数为长细比。
2
Designing as the one-way slab, we should still set distributing concrete on the vertical direction of the stress except the loadedconcrete along the stress direction.
当按单向板设计时，除沿受力方向布置受力钢筋外，尚应在垂直受力方向布置分布钢筋。
3
In this paper, through the test and study of 18 eccentrically loadedconcrete filled square steel tubular stub columns, the mechanical and deformative behaviour of these members were analyzed.