异形柱框架-墙体组合结构水平低周反复荷载试验研究

Experimental Study of Frame-confined Walls Structure with Special-shaped Columns Subjected to Horizontal Low Cyclic Loading

通过模型试验,研究了异形柱框架墙体组合结构抵抗水平荷载作用的能力。共进行了11个平面结构模型的水平低周反复荷载试验,分别研究纯异形柱框架、约束墙体、异形柱框架约束墙体组合等结构类型在水平低周反复荷载作用下的受力性能和破坏形态,提出了该种结构的有关设计建议。

Based on the experimental study of 11 planar models subjected to horizontal low cyclic loading, the general regularity of force-bearing behavior and failure pattern of the frame structure with special-shaped columns, the confined walls structure and the frame-confined walls structure with special-shaped columns are achieved. And then, a number of design suggestions are proposed.