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中文摘要：
通过一榀单跨双层的四角钢连接框架内嵌十字加劲钢板墙模型的低周反复荷载试验,系统分析结构受力性能和破坏机理,研究其滞回性能、破坏模式、延性及耗能性能等抗震特性。试验结果表明：整个结构具有较大的初始刚度以及良好的延性和耗能能力,结构丧失承载力是因为柱脚处焊缝全部撕裂。
英文摘要：
Based on the experiment of a model of one-bay,two-story four-angle composite steel frame with cross-stiffened steel plate shear walls under cyclic load,it was analyzed the mechanical property and failure mechanism of the structure,and also researched the hysteretic behavior,the failure mode,ductility and energy dissipation.The experimental results demonstrate that the structural system has large initial stiffness and good ductility and energy dissipation.The structural system loses its bearing capacity because of forming plastic hinges at the column feet.
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