组合深梁填充钢框架滞回性能试验

通过1个纯钢框架和2个内填组合深梁的拟静力试验，研究组合深梁对纯钢框架结构的承栽能力、延性、滞回特性和耗能能力的影响。试验显示：加载初期，滞回曲线为直线，刚度保持不变；卸载时没有残余变形；屈服后，试件的滞回曲线饱满；骨架曲线有明显的塑性流动阶段，呈现三折线形；填充深梁试件破坏时的层间位移角分别为1／25和1／22；试验表明组合深梁提高了钢框架的初始刚度、屈服荷载和极限承载能力；钢框架的延性和耗能能力都得到了提高。因此，内填深梁钢框架结构抗震性能良好，可将组合深梁作为结构抗震设防的第一道防线。

Hysteretic Behavior of Composite Deep Beam Infilled Steel Frame

The Quasi-static tests of one steel frame and two the composite deep beams infilled steel frames were carried out. The effects of the deep beams on the load capacity, ductility, hysteretic property and energy dissipation of pure steel structure were analyzed. It is found that the hysteresis curve is a straight line with the constant of the stiffness at the beginning and without residual deformation. And the hysteresis curve of specimen was full after yielding, and the skeleton curves had a clear plastic flow phase with triple linear. The lateral drifts of the beam specimens at failure were 1/25 and 1/22. The composite deep beams enhance the initial stiffness, yield load and maximum load-bearing capacity of steel frame. Therefore, seismic performance of the composite deep beams is better.