目前在转换层中越来越多的采用型钢混凝土构件，所以加强对该方面问题的研究有着重要的社会意义。

Steel reinforced concrete structure is widely used as structural transfer storey currently, so it is of great importance and social meaning to study on this area.

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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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结合离心成型钢纤维混凝土构件的纤维分布规律，对上述试验结果进行了分析讨论。

Combined with the distribution rules of steel fiber in spun-cast concrete, the test results are analyzed.

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