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.
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.
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.
文中应用有限元分析软件ANSYS对型钢混凝土梁构件施工荷载作用进行模拟。
Applying finite analysis software ANSYS, this paper simulates construction load of SRC beam.
提出了一种新型钢砼组合结构——钢箱砼组合受弯构件，该构件由钢箱梁，钢筋混凝土梁及pbh剪力连接件组合。
A new steel-concrete composite structure was proposed which composed of steel box beam, PC beam and PBH Shear connection.
型钢与混凝土的粘结是保证钢混凝土组合结构构件正常工作的基础。
The bond between steel and reinforced concrete is a fundamental factor to ensure the workability of steel reinforced concrete composite structures and members.
型钢与混凝土的粘结是保证钢混凝土组合结构构件正常工作的基础。
The bond between steel and reinforced concrete is a fundamental factor to ensure the workability of steel reinforced concrete composite structures and members.
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