基于这一点，本文考虑了型钢混凝土构件配钢率变化这一因素，采用时程分析法对型钢混凝土框架结构进行了地震响应分析。论文的主要工作有以下部分。

Based on the reason, this paper USES time-history method to deal with the dynamic seismic analysis of SRC frame in consideration of the varying of shaped steel ratio.

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提出了一种带腋撑的新型钢筋混凝土(含预应力混凝土)框架结构。

A new kind of reinforced concrete (including prestressed concrete) frame structure with diagonal member is put forward.

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型钢混凝土转换框架结构是一种新型的结构形式，国内外学者对它的受力特性进行了一定的试验研究和理论探索。

For steel reinforced concrete (SRC) transferring frame as a new type of structure, some experimental and theoretical studies have been carried out by some scholars at home and abroad.

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