通过对不同地震烈度、风荷载作用下相同高度、跨度、层高的单跨高层钢框架（带支撑）和混凝土框架结构的计算，明确了位移控制指标，进而比较了二者的材料用量及造价，最终给出了单跨高层框架结构形式、材料的选用建议。%Through the single span high-rise steel frame( with support)and concrete frame structure calculation with same height,span,storey of different earthquake intensity,wind load,cleared the displacement control index,then compared the material consumption and cost of both,fi-nally gave the selection suggestion of single span high-rise frame structure form,material.
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