试验和分析结果表明：带桁架转换层框架呈局部弯剪型的变形特性。
The experiment and analysis results show that frame model with truss transfer storey has partial bending shear deformation.
带大跨度钢桁架转换层结构的建筑物，由于转换层的跨度大，在竖向荷载作用下，将会产生较大的荷载效应。
Because of large span, the steel truss transfer member in a tall building will get a huge load effect with a vertical loading.
根据工程情况不同，可将箱形转换层简化为普通肋梁墙模型、普通肋梁梁模型和组合梁的空腹桁架模型。
The box transfer story can be simplified into wall model of common girt strip, beam model of common girt strip and open-frame girder model of compound beam according to different project situations.
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