The present study investigated the simulation method of steel concrete interface and shear studs.
探讨了混合结构钢-混凝土界面的模拟以及剪力钉受力的计算方法。
The composite beam structure is modeled as a series system consisted of concrete slab, shear studs and steel beam.
运用系统可靠度评估的方法，结合梁被模型化为由混凝土板、剪力传递器和钢梁串联而成的结构系统。
The design method of shear studs of SRC ultra short columns and the design advices of RC separated columns are suggested based on the experimental results.
根据实验结果，SRC超短柱的剪力钉和RC分离柱的设计建议，建议的设计方法。
Steel Series: steel with high strength large hexagon head bolts, torsion shear bolt connections made, the steel truss joints of high strength bolts, studs, drill the end of wire.
钢结构系列：钢结构用高强度大六角头螺栓，扭剪型螺栓连接副，钢网架球节点用高强度螺栓，焊钉，钻尾丝等。
Steel Series: steel with high strength large hexagon head bolts, torsion shear bolt connections made, the steel truss joints of high strength bolts, studs, drill the end of wire.
钢结构系列：钢结构用高强度大六角头螺栓，扭剪型螺栓连接副，钢网架球节点用高强度螺栓，焊钉，钻尾丝等。
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